The URL can be used to link to this page

Home My WebLink AboutApproved Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE CHECKED BY: 107/08/15 J.M.—FBCR 2014 CODE UPDATE 99", 0 (a) ))) 10'8 t y ' } 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: • FLORIDA BUILWNG CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH •BASIC HIND SPEED •EXPOSURE •1—STORY RESIDENCE •2—STORY RESIDENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH —C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI w SQ. FT, TOTAL 2442 SQ. FT. ABBREVIATIONS AHV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUN. LUMINOUS ADM. AIMUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE M. MANUFACTURER AMP. AMPERAGE NIN. MINIMUM BD. BOARD M9D. MOUNTED CL CENTER LINE NTL METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PL3. PLATE D. DRYER PLTWD. PLYWOOD DEL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. HIM DIM. DIMENSION BAD, RADIUS DLSP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RN, ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING UTL DETAIL S.D. SMOKE DETECTOR D.V. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SIM SHOVER EEL EXHAUST S{N. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FIXED GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEND. TEMPERED GLASS M. FOOTING THIC THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLOB G.F.I. GROUND -FAULT CIRCUIT TYR TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.H. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER VD. WOOD HGT. OR HT HEIGHT VDW. WINDOW Box INSULATION W/H WATER HEATER TNT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 2 —FLOOR PLAN PG 3D—ELEVATIONS PG 3D.2—WALL ASSEMBLY PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES =� o PG D3-2—STORY WALL SECTIONS 11�'= PG D4—MISC. DETAILS PG D5—PRODUCT APPROVAL AFIDAVIT PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS THESEPLANSANDALLPROPOSEDWORK PG WA3—WALL ASSEMBLY DETAILS RE S U J BY F ELO SPECToRs CORRECTIONS T PG WA4—WALL ASSEMBLY DETAILS MAY SE NECESSARY IN ORDER TO PG WA5—WALL ASSEMBLY DETAILS COMPLY WIT" ALL APPLICABLE CODES. ALL MANUFACTURES LABLES 940"NG U FACTORS AND SHGC COMI L AN CE YNN FBA ENERGY AND WINDOWS MUST REMAIN I N ALL INSPECTIONS ARE APPRO`fED UNTIL INSPECTID CONCEALED FASTENERS OR ATIACHMEN1 c ARE CONTRACTOROf RECORDHE ST. LU It COUNTY DL'ILDING DIVISION REVIEWED FOR L 'CE REVIEWS BY DATE ON JOB OR NO INSPECTION WILL BE MADE. I R C N I T E C T; d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 [CIO O a A F F; aysa=v ae rroT: CREERSIDE EXPRESS LOT #85 010 4EBB "1828—CALI" LEFT PAC& COVER PAGE 160 MPH EXP. C MELBOURNE STATE OAF FLORIDA MAY A A bm 11/17/16 84AAM 1/4"=11-0" C1 ENERAL NOTES 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. A. FLOOR LIVE LOADS R301.5 (PSF) 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION III. ATTICS W/OUT STORAGE 10 OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING IV. POOLROOMS 75 JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. V. BALCONIES AND DECKS 40 VI. STAIRS 40 40 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. VI I. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE C. ROOF LIVE LOADS R301.6 *' IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4" E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION IV. INTERNAL PRESSURE COEFFICIENT (GCPI) UNTIL PERMANENT RESTRAINTS ARE INSTALLED. ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/+". F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL- VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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=1,100PS1 Fv=175PSI E = 1, 400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE APA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE 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 CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN 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 1/4INCH AND NOT MORE THAN 3/+ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CIVIL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 CAR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 19 DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 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, 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. REINFORCING STEEL 2. 3. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 1 GARAGE DOOR 2 REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. 10. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 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 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 DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, 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 SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". EXTERIOR FINISHES 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4 ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM41063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PERASTM-C1063-11AAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. 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 MEMBERSWITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . A R C N 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 lid rl w a w A h i m cq mummy. w LOT: CREEKSIDE EXPRESS LOT #85 P �4321.888 aroa� 4EBB "1828-CALI" �S' s11LtfQ: LEFT PAO& GENERAL NOTES 160 MPH EXP. C AFlC:FfNTECT= STATE OF FLORI©A DA . 11/17/16 8CALM 1/4"=1'-0" FILE COPY 3� _g 101-0" 2_ " 24'X24"XI2" CONC. PAD W/3-+5 BARS EWJ, ON CHAIRS MIN. 3" COVER 4 0p w p 4" CONC. D1 4' w 4 SLAB (- SoAB. o- D i 4 �COND.1 4 DI _ EXTEND END OF PVC, 1 3 I/2" TYR GHA11 SE UP 12' ABOVE DI -COND. CONC. PAD \\ Dl EXTEND 1 ■ I \�\ SLAB 1 1/2" D1 I ■ E 24"X24'XI2" CONC, DI I \\ 0'-@" ELEv. PAD W/3-S BARS 4 TYP. I \�\ FIN. CONC. SLAB E.W. ON CHAIRS 1 MIN. 3" COVER DI \ ■ I \�\ 4" GONG, REINF. W/ Go"x6" ■ 2� 2' VTR WI.4XWI.4 WWM ON 6-MIL POLY -ETHYLENE VAPOR RETARDER \\ r i \ — ON WELL -COMPACTED GLEAN KITCHEN ■ I I ,,. I , \ FILL TERMITE TREATMENT SHALL I Ff \-, { ice" SINK W/ 2 �R DI ■ \� BE BORA- CARE —�� I �/ 2j 7A AUTO VENT 211 1/2'� 1/2 I I/2r,2" 11 1 V\ 14'-3" 4'-8" 3'-4" 7'-5" _ LAV( I 2- r I I/2' 3' I tU8 ■ I \\ LAv � 211 3" 1 LAV I 2 WG 4 t El D1 211 SHWR I/2�� 4' 3 g ■ } \\ n �1 2' WASHER 2" .. m _ _ PLUMBING RISE] G�" 36"x60" sue• .- �,, SHWR PAN °� \\ �LLa�a 11 1 DIAGRAM TO LDW JL JL I I OPT. MAIN I SINK I I REF L-tJ Pol LI_ _ \\ I0- II I' PVc CHASE I L — — I FOR ELEC. t0 d r — — -T RA 1 ISLAND ��' 1 QC- I \\x, L DI77- D 3LAENDI/2" I 1 HB ■ {} \ 17�-�a�� 3,-2' \-4' I PbvC 2X6 I WALL CHASE �I BOLLARD AS REQ. PER 5LDG. CODE D1 J LAY.EXTEND I I Q " I 01 p SLAB 1 1/2' I I -31/2" a ■ DI 4, CONC. B ■ I SLAI ■ ■ 8 0'-@" ELEv. DI FIN. CONC. SLAB S o I LDi 1 FOUNDATION II 8 Dl DI PLAN pl NOTES: 21'-4' 4 _4 14'-0' - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGSZESS DOOR SHALL 31l MEET PROVISION OF SECTION R3113.1 OF THE F5CR 5TH EDITION (2014). SECURE STRAP TO UNIT W/ (2) "8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONC. CONC. W/ C2)-3/16"XV SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD ® 12' FROM STRUCTURE A R C H I T E 7 T S De sollnc n GroU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 4117-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U w 0 4 W Q h 2 ®t mrv. de LOT: CREEKSIDE EXPRESS L0T #85 F on=T4 i o00 WaODZM- 4EBB "1828-CALI" GAMAZZ SWINO: LEFT PAGO FOUNDATION PLAN 160 MPHLEXP. C MUB0 ARCHITECT: STATE OF FLORIDA TV 11/17/16 1/4"=1'-0 A R C K IT EC T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W O F Q U h W A F A C: 1 LA P V BDI V i iA/ 0 CREEKSIDE EXPRESS LOT #85 �432�000 MoaENU 4EBB "1828-CALI" aAAAaE 8MUM: LEFT PAGM DOWEL PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORQA flp�l 11/17/16 iJCALM 1/4"=1'-0" A R C H I T E C T S L— 2 11 (D L— 3 (2) 3052-5 a�ca OWNER'S SUITE V-8° CLG. 0. BATH 8'-8" CLG. BDRM. #4/ DEN 8'-6" CLG. N ,n 1III�LLLL �lu 00 - - - - - - - - - - - - y LANAI a'-8' CLG. nL-6 LANAI 6068 SJ3 D. DINING ROOM a'-8' CLG. L— 3 (2) 3052-SH LIVING ROOM 8'-8" CLG. I I I I I I I � i �n I I W.I.C. V-V CLC. r l KITCHEN L - I I LAUN. 8'-8' CLG. I L__J cL�. PAN. I I 8'-8" CLCx 0 0 -- L I II I I it I II II Y__T - i i BDRM. I I I a' -a" CLG. L - �� Iu L------- GARAGE 8 -8 C Ca. Iro' -0"X7'-0"O.H.D. ----- --------------- L-1 n �j0 0 II BATH 2 V 8'-8" CLCs. BDRM. 2 8'-a, CL�. (2) 3052-SH L— 3 4WSTm4CRETt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4" SF28-15AT L 2 4'-6' SFI6-05/IT VP16-154T L 4 - - NOT USED NOT USED SF24-15/IT L 7 4'-6' OW&-013/IT A5V. DOOR ASSEM5LY 1-8 4'-6' 1 5FI6-15/IT LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SU58TITUTEP LUITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED n Design Grounc. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrc),up.com AA #: 0003325 W W U 4w 0 F a U A F 10 9LINSFAV. & LOT. CREEKSIDE EXPRESS LOT #85 PROJECT# 04321.000 MODIC r 4EBB "1828—CALI" GAR,AOR 9 W ZX LEFT PA ID LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE CAST-CRETE) ARCHrrECT: STATE OF FLORIDA MpY �(y1�11 nA �S11/1-7/16 CA ..1/4"=1'-0" D5L--l' TOP PLATE Q m nBAR DETAIL Q DARM FLO O ff w NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-S SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU 1=15ERGLA55 DOOR W/ TRANSOM (SINGLE A55EM5LY) - 20 MIN. FIRE RATED POOR 1=ROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FSCR 5T14 ED. (2014). EXTERIOR MASONRY WALL 5RGHEIGHTS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSE E FOR 3 $ECOND Q= OPEWW SOUARE ZONE W MPH WIND (WI) REMM AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.G. 112 5 25.19/-31.46 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. CONTROL DATE 3/2DA4 A R C H IT E C T S � Desn �U I Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 41 U w 4 0 F Q. iv 4 F C: ti E u atrHa=w: a lrOT: CREEKSIDE EXPRESS LOT #85 PROJ&CT# 04321.000 �soaMM 4EBB "1828-CALI" awRaaZ SMZI . LEFT PAGIC: FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHMECT STATE OF FLORIDA 2g 11/17/16� SCA#J& 1/4"=1'-0" O +/-16-II" 5LDG. HGT. _ F1'PON LV12X24 OR EQUIVALENT a'-811 OPT. COACH L IGHT Q _ 0'-0" FRONT TEXTURED FINISH h 0-0" FIN. FLR ,j 8'-8' 5R3. HCzT. 0-0" FIN. FLR IN illi i No Mom - ELEVATION I�6 OFF RIDCsE VENT RIGHT TEXTURED FINISH SHINGLE ROOF FYPON 5<71IXI'I OR EQUIVALENT VALENT 8'-8' SRCs. I-4CxT. 8'-8" SRCs. NCsT. -1 16'X62" F1'PON DECO. SHUTTER OR EQUIVALENT 4" RAISED r BAND (Tl" P.) -0" FIN. FLR 0'-0" FIN. FLR LEFT TEXTURED FMSH II OFF RIDCaE: VENT OFF RIC)GE: VENT ELEVATION ELEVATION AREAOFATTIC = 2364 SQ. Ff. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA X SO, INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5 X 1134.72 IN UPPER PORTION OF ATTIC = 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL# OFVENTS REQUIRED = 4.93357 TOTAL# OFVENTS PROVIDED = 5 *AREAOFATTIC ISTHE PERIMITER OFTHE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) OFF RIDGE: VENT 12 6 OFF RIDCsE VENT rt 0'-0" FIN. FLR. 8'-8" 5R3. HGz -I'-0" �o 4L 0'-0" FIN. FLR V-8" E31RG. HGT. loll 0'-0" FIN. FLR I� A]LQUV]ER DETAIL A R C H I T E C T S c n GroNo, nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W a Chi Ww 0 F 4 V W A E sTMI CREEKSIDE EXPRESS LOT #85 PM"=T# 04321.000 �aon�t: 4EBB "1828-CALI" LEFT PAO& ELEVATIONS 160 MPH EXP. C M LBOU ARCHMECT STATE OF FLORIDA 0111 p 11/17/16 MAZLIM 1/4"=1'-0" B 3� A R C H IT E C T S TYP. FRONT ELEVATION 01210211l TYP. RIGHT ELEVATION 14 WA TYP. NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W O r4 V D3 W A F A u i' n V mry at Two i s CREEKSIDE EXPRESS LOT #85 PxoJZCT# 04321.000 MOaEMic 4EBB "1828—CALI" GARA0Z SWMG: LEFT PACES: WALL ASSEMBLY 160 MPH EXP. J MELBDURNE ARCHITECT: STATE OF FLORIDA MAY I I gp•� 11/17/16 9CA4ft 1/4"=1'-0" ARCHITECTS (2) 2X12 5M. TO 6X6 POST (2) M5TA-24 E lU HT5-16 POST TO SLAB A%roro (TYP. 2) J an m IX4 DIACs.-J BTM. CNORD BRACING, TYR GABLE END BRACING SEE DTL. '4' 5HEET D2 P CLAN RANEY 6/5/14 oru ou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 go 11 W W U W 0 F a q h A F I1St smv. as LOT: CREEKSIDE EXPRESS LOT #85 PROJECT# 04321.000 moDBlu 4EBB "1828—CALI" GARAGM SWIM: LEFT PAO= FRAMING PLAN t60 MPH EXP, RANEY MELBOURNE af ARCHMECT STATE OF FLORIDA D w 11/17/16 CONNECTOR S C H E D U LE CONTROL DATE: 01-05-17 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 145O HTA 16-I8 1625 (8) 10d x 1 1/2" I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) Z 0 V) (2) META-16 1985 (2) HTA 16-18 HTA Ib HTA 20 l2) HTA-20 LUGT-2 DHTA-20 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) loci x 1 1/2') (14) I6d 2-PLY (USP: NO I6d OPTION) 25'i5 META-I6 1610 18-to (9) 10d x 1 1/2" I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2", NO I6d OPTION META-20 1810 Vto (9) 10d x 1 1/2" I -PLY, (8) I66 2-PLY USP: (10) 10d x 1 1/2", NO I6d OPTION 3230 (10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2' C2) HETA-20 2035 (12)19,6 2-PLY (USP: NO I6d OPTION) 2500 LGT-2 2150 1550 (-1) - 1/4" x 2 1/4" TITEN, 2 CUSP: BLK (5) 1/4' WB, WOOD (16) 10d DETAL-20 2480 2430 (18) - 106 x 1 1/2, 1 PLY MGT + 3965 MUGT 4115 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + Io980 WUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HUGT-3 986o (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-SDS2b 3285 LUGT-3 3525 (12) SDS 1/4"xV TO GIRDER (4) 3/8" x 5" TITEN HD TO WALL CUSP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W525) LTA2 1219) PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' CUSP: (10) ICd x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMP50N VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/41X3" TO WOOD NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4"X3' / 2 PLY (2) VGT '1185 MT5-12 1000 MTW 12 1195 (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) HTS-I6 1150 HTW 16 HTW 20 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d) 1530 (24) 104 x 1 1/2' (USP: (24) Iod x 1 1/2', (20) 10d) PTS-20 1450 N 12 < I-- V) HT5-24 1450 HTW 24 LSTA 12 LSTA 16 M5TA=18 MSTA=24 MSTA=30 M5TA-36 KSTI 236 KTSI 248 LFTA E+ SPT 4 1530 (24) 106 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 106) S30 (10) lod USP: (10) lod LSTA-12 ++ 925 1235 (14) loci USP: (14) 10d LSTA-IS ++ 1235 1310 (14) 10ci USP: (14) 10d MSTA-18 ++ 1315 1640 (18) 10d USP: (18) 106 MSTA-24 ++ 1640 2065 (22) 10d USP: (22) 10d MSTA-30 ++ 2050 2065 (26) 10d USP: (26) 10d 115TA-36 ++ 2050 3890 (36) 10d x 1 1/2" USP: (36) 106 x 1 1/2" MSTI-36 3800 MSTI-48 5o65 5140 (48) 106 x 1 1/2" USP: (48) 1Od x 1 1/2' 1210 (8) ad TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2', (16) ad) H6 950 51=4 885 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 HHCP 2 RT 16A PHD 4A TDX ItV 380 (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST, Soo (12) 10d x 1 1/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) 106 X 1 1/2" TO PLATE HCP2 645 13E0 (18) loci x 1 1/2" USP: (9) 10d x 1 1/2" TO TRUSS, (0) 10d X 1 1/2" TO PLATE P10A 1140 5215 C16)-SDS I/4'x3' TO yWOOD, (10)-SD6 1/4'x2 1/2' W/ THPMAPEP ROD, (2) NUTS/WASHER/2 PLY USP: 5/allATR MIN. I" EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT E HDU4 4940 10140 (I6)-SDS 1/41,xV TO WOOD, (3)-3/4" STUD BOLTS W/ YI 1REAPED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 7' EMBED SET IN HIGH STRENGT4 f EPDXY, (4) 1/8" THRU-BOLTS VGT 4 HD 5 4S40 N 0:� O _ () Z Q ABU 44Z 2200 6665 PAU 44 PAU 66 LTS IS LTS 205 HTT45 HTT45 UPHD 11 TDX 140 2535 6" i5 0) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (12) I6d TO WOOD USP: SAME AS SIMPSON 2380 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMISEp,) IN GONG, 02)l6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 LTTI9 +++ 1340 1205 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. Z" EMBED.) IN GONG., (8)I0d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 1500 1105 (1) 1/2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.J IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN i' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 10d x 1 1/2", 2-1/2" 4160 (I) 5/6' AT.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN GONG, (1S) 5"o X 11/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2' HTT4 4455 5005 (1) 5/V A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN GONG, (26) I6d X 2 1/2" CUSP: (20) I6d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 106, (28) 10d x 1-1/2', (20) l6d x 2 1/2' HTT5 5090 143W (I) I' AT.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDSY4' x 2V WOOD SOWS (USP: (24) WS3 WOOD SOWS) HHDQII-SDS 2B+ 11,810 10140 (1) 1/6" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) -1/$' BOLTS) HpTB 6645 0 0:� � Z Q = MBHA 3B6/11.25 3475 5330 NFM36X12U HUS4121F HD410 IF HP210-211= HD21�-31F LGUM26-2 2580 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.i5" EMBEDMENT) IN CM.U. TOP, (1) 3/4" AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18A0d TO BEAM USP: (1) 1/2" J-BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ, W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST HUSC412 (WOOD) 3635 Z660 (FLR) 3060 2710 (FLR) (10) I66 TO HEADER, (10) 16d TO WOOD USP: SAME AS 5IMP50N 3265 (ROOF) 3325 (ROOF) HUC410 (CMU) Iwo 4920 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD PUC210-2 (CMU) 1900 5085 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUG210-3 (CMU) 1600 5085 1305 5000 (16) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) Ift TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 106 TO WOOD LGUM26-2-606 1430 5595 2125 6065 (4) 3/8" x 4' TITEN Hp ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, USP (4) 3/6' X 4' WEDGE BOLT+t W53 WOODSCREWS 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 IS GREATER THAN T" PEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10ci COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 'I" Ld F— O A.T.R. - A-30-1 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-14WRCAGI6, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 pBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO T-O" 1'-0" TO 10"-0" 10-0" AND OVER TWO STORY APPLICATION DOLLN STAIRS SIZE CLEAR SPAN DBL 2 pBL 2 DBL 2 DBL 2 x 6 x B x 10 x 12 LP TO 5'-O" 5'-0" TO 6'-4" 6'-4" TO 8"-0' 6-0" AND OVER 0 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO 8'-01, U.N.O. n 4'- 11 1/2 1'-II 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 A R C H I T E C T 'u1 0 u p nc 1441 N. RONALD REAGAN BL LONGWWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngrou p.com AA #: 0003325 W I r7 W V W 0 F r q F k SIDE ESS #85 000 B -CALI" GARAGE BAMG: LEFT PAGE; CONNECTOR SCHEDULE 000 AROF ITECT: STATE OF FLORDA MAY I 1 Dpjg 11/17/16 8C 1/4"-f-0" 1 ELECTRICAL LEGEND SYMM�50L DEFINITION NOTES —t---I 125V OUTLET 20 AMP OW -LE POLE III OUTLET 110V OUTLET IR OF OUTLET WIRED TO SWITCH GFI III OUTLET AULl EOWPED W/GRVD ER INTERUPTER (tAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATER'ROCP RDPTERrAULT CiFI OUTLET ININ SWITCH SWITCH 3-WAY OPER. ! /4 SWITCH 4-WAY 01 7-0 WALL MOUNTED LIGHT CEILING LIGHT \mil Va VAPOR PROOF GHT 1 \0 RECESSED CAN WALL SCONCE �- PRE -WILD VENT. FAN 1 CqM PER Sa PT. VENT. FAN III I CF7`I PER 9Q. FT. V FIXTURE rePec'S Twpr w n=.eo f 2-541-15 WRAP AROUND 2'FLUORESCENT 4'PLUOFESCENT 4' TRAGIC LIGHT © PANEL millim METER OSMOKE S.D. BATT BACK-UP W/ HARDWIRE DETECTOR WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARMUlm CARBON MONOXIDEd SMOKE DETECTOR COMBO BATE. BACK-UP !W WIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' PRLM WALL PENDANT LIGHT NATURAL CAS OUTLET . TELEPHONE JACK wHik WATER HEATER TO ELEVATED DISCONNECT , TV. I TELEVISION JACK CEILING pox WGIUII�E[ 7O ISE SUPPORTED IN O J-pOX ACCORDANCE W/ 15OX MARLED AS SUCH FOR TO BE SUPPORTED IN CEILING PAVLICsHT AGCOR.?ANCE W/ BOX MARLED AS SUCH POR FLOOD LIGHT OPT. 6ECURITY KEYPAD P.5. PUSH-BUTTON FOR CHIMER --� USB PORT "TOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETINGS. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DI51-I1LUASWER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR5TH�DITION (2014)(2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRINGS METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED BY BUILDER AND -15% OF LIGPTING MUST BE ENER3'r EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014, 5th EDITION R404.1 24 OWNER'S SUITE 24€ 24%'-< — ` PRE-WWIRED\\ CLGs FAN \ \ liSi" 24 0. BATH 1 �25 25 n DINI NG 23 & �24 y / W.I.C. —4-` LANAI I CE IL ING MTD. LIGHTI TO 5E I INSTALLED) PROVIDE J-BOX FOIE 13 OPT. FAN �yI / uuf 11 III 31 LIVING ROOM \ PRE -WIRED \ CLG: FAN I / I / r / i F- � l o °hr L — — Jg 1 19) — I I I! BDRM. #4/ owl DEN 31 29 29 ��p�,A PRE-WIR1 D SD.'�, j�l CLG FAN Q S 1�O 30 29— g IRA I �V I — J }� WH ;I 6 s ,4 ' I FOR GARAGE c' I / DOOR GOND. 5OLLARD AS REG2. PER BLDCs. WALL MOUNTED / CODE LIGHT W/SWITCH IN / 2,4 ATTICIT / GPI/ METER J CLGa.13 FIELD Z OUTLET YLESS VERIFY 13 FIXTURE LOC. IRRIGATION OUTLET A 48" AT-P. �Fl ENTRY GARAGE ` OUTLET— SWITCH IN FOR DW 7 FCA5INET PROMDE SQ-D "00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3w MINIMUM BREAKER A C 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT NO. WRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 516 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18j 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPUANCE 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 IRRIGATION CONTROLS ONLY BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 1 15 AFCI j 14 31 32 SPARE SPARE 1331341 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WTH EQUIPMENT PROVIDED. 30 B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WLL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN, C. EACH MUL11WRE BRANCH CIRCUIT SHALL BE PROVIDED WTH A MEANS THAT WLL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. � CsFI CsFI 1 �opr: -1 \\ OW /}j. REF 19'1 `\ - SINK \ KITCHEN -J \/= P, . / RANGEr 'i% 31� ---� / Ul 31 HOOD WIRE W/ I G TLET FOR FUTURE TURE MICRO 30 BDRM. 3 26 — y26.( PRE -WIRED / CLGs FAN I / I IS 1 2E I 1 S OI II II I " BATH #2 11\ \ — 1 I JP \ 11 iF 13 \` / P.B. FOR I Cuft"IESI I ■ N J LJJL�_r__Ir 13----------------------------// OPT. COACH LIGHT ELECTRICAL PLAN \\ BDRM. 2 N, \ �27 7 PRE -WIRED CLGs FAN le>O Alf= ELECTRICAL R15ER 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 REGUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHNrrHWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PvC CONDUIT UNLE55 SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D, LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE #02) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4600 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 KVA OF GENERAL LOAD AT 1007" 10000 REMAINDER OF GENERAL LOAD AT 40X" 28524 VA x .4 10354 TOTAL NET GENERAL LOAD 20354 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= -- 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= 9600 NET GENERAL LOAD 20354 9800 NET TOTAL HVAC TOTAL LOAD 29954 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.* NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,263 VA 3000 VA ■ 100%, REMAINDER m 35% NET LOAD: 6,949 VA RANGE: 12,000 a '1090 8,400 VA DRYER: 5,000 A 70% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITl'.- 18,489 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3n/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THUUN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT m OVERHANGS.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2 P MC5 TELEPHONE SERVICE. ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S 1 N. RONALD REAGAN BIL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W Qq Ql' h aW Q O G W O i 4 U AW F I ETJ=IV. a LOT: CREEKSIDE EXPRESS LOT #85 PMJECT# 04321.000 MODS%a 4EBB "1828—CALI" ARACE OWING: LEFT P/IRJEr ELECTRICAL PLAN 160 MPH EXP. C MELBOUPOTE ARCHITECT STATE OF FLORIDA MAY � 11/17/16 i�l li �irl\�ll L. ,all z 12X12 OWNER'S SUITE 6' 1-15 Cx1=M BATH 10>0 / 15 GPM BDR EN#4/ m GARAGE ------------- LANAI z DINING ROOM IOx& 120 CPI" f �a�mlm SX4 41" i 6 '5ccl�m W.I.C. I 16' I OM SX4 45 CPI Rf IOX6 120 CPM IOX6 120 GPM LIVING ROOM v - - - L JI O ---- - -LL 12x16 4" I I LouvER A HVAC LAYOUT 10X(o 120 CPM IIPLANTATION ' � I IIW-04 2'8' I BDRM.#3 I IMAX AIR �� 10x6 ,584.15 CPM Z 75 GPM 12x8 4" H 6 6" 15 GF10XM 8x4 12x8 cI=m Pass /� BAI N t� FOYER i ENTRY 10X6 �5 GPM BDRM.#2 CALI EQUIPMENT SCI-4EDULE 3 TONS MrG CARRIER cU 25H5C536A ANU PV4CN5006 HEAT 5KW SEER 15.5 SEER TOTAL CAP 35400 ELECTRIC 208/230/II4P 5RKR Cu 35 AI-AJ 35 REP LINES 3/4' 8 3/5' 4 F w w U O F 0. U A F h CREEKSIDE EXPRESS LOT #85 PBOJMT* 04321.000 MODS 4EBB "1828-CALI" QAR,AGZ 9WnM LEFT PAGE H VAC PLAN 160 MPH EXP. C ELBOU NE A R C H IT E C T S _ - (u b REBAR VERTICALLY W/ CONC. 9 POUR CELL aruDB I!i' M X SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 6E A TO STUD W/ z 03 ' Jr- MAX TEXTURED FINISH SECU T. TE To BLAB W/ �' I BLAB REINFORCED W/ B � IL CURE BT. PLATE TO SLAB W/ IEd a a' OIMU SE T. PLATE TO SLAB W/ i' EMBED. • 32 OCR T, MASONRY NAIL • 32' O.C. MAX " NosiN�� ice" i, In' GYR°. W_. BD. MICWM BOLT W/ 2' WASHER T' i x 6 - WIANIIA WIUM. EMBED. MIN.. 32' OC MAX 0'-0' FIN. PLR WOOD SAGE ° ° �. RE (TY • .. FZQ S4' C74C. REINFORCED W/ 6'X6' _ - • r ' W�6XWIA IW.F OR PI ItlMEBH Lr1 4' CONG. REINFORCED W/ i'Xi' WL4XWIA 4' CGMC. REIORCED W/ i'X6' WL4X'LL4 4 CONG REIORCED W/ i'X6' WAXWIA 'w-��, " R°_p. ' b-MIL. VAPOR RETARDER ON UWP OR FIDERMESH ON 6-MIL. VAPOR z OR P15MRIES14 ON 6-MIL. VAPOR WWP OR FIBERME841 ON 6-MIL. VAPOR • % - w r O UUIF O u.ELL-COI"IPAGTk-D CLEAN FILL. L' RETARDER ON WELL -COMPACTED CLEAN RETARDER ON YELL-GG'IPAGTED GLEAN z �' RETARDER ON WELL -COMPACTED CLE `" r __ j TERMITE TREATMENT TO BE L� FILL TERMITE iREATMENT 70 m O FILL. TERMITE TREATME'T TO i PILL TERMITE TREAIMENT TOBE TE N w z w BORA-CARE APPLIED AT FRAMING. - a' SORA-CARE APPLIED AT FRAMING.4" 11 M 4' O BORA-CARE APPLIED AT FRAMING. 3 BORA-CARE APPLIED AT FRMMWI <3) 5 REDAR ON CHAITffi Q ro l2) Ta REBAR ON CHAIRS . a' C. I' -a' fZ) 5 REBAR ON CHAfRB 12' MIN. BELOW GRADE��_ � � � ® > IN FOREGROUND (2) 5 REBAR ON CHAIRS • •J 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING STAIR DETAIL 1 W BLOCK WALL 2 AT L.B.W. W UPLIFT 2 AT L.B.W. AT L.B.W. (W/ NO -UPLIFT) 3 C3DA NOT USED SCALE 1R'.1'-0' SCALE: 112'.I'-0' SGALE: I/2"=1'-0' � B SCALE: Irl'.I'-O' SCALE: I'.I'-0' 4' CONC. POLY ET W/ ENE A.4XWIA0 AIM EON R - ` •� ��(//'�''��\\ 6-MIL POLY ETHYLENE VAPOR IL I Elm I R TREATMENT ATMEN 514 AGTEE CLEAN FILL TERMITE 4' 6-MIL POLY W/ 6'xi' WL4XlUlM WWM \/ STUDS K' OG. - O TREATMENT 84VALL BE BORA-CARE ON ARD POLY ETHYLENE VAPOR STUDS 16' O.G. MAX U ,. e RETARDER OV HELL -COMPACTED CLEAN SECURE PT. BT A L !U 5 MBAR ON CHAIRS .4 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE T e SECURE BOTTOM PL 6� VARIES MASONRY • ' O M BORA-C� SIMP80N BP4 •32' O , \J` SIMPSON SF •92' O HEIGµT OP GAS SECURE BT. PLA t�i'YS' HEIGHT OF GARAGE BEGJRE BT. TO BLAB �'x9' T. A TO 8 W/ IP1d THICKEN EDGE GARAGE STEP-UP VARIES WI7 SLOPE AT�bR �DL W4849Y EMBER. VARIES WITH SLOPE A%�R TWrT BED. as M 15T. IL 32 Oc MAX�µ� 4 SCALE: 1/2'.I'-0. MR1.32 AX MIN • 32' AX NON -BEARING �LTe Nor �.��,� EPOYNor DPOREXPANSION w SCALE: 1r2'.I'-B/\\�/\j 7 > w > a a 4' CONC, REINF. W/ 6'xb' AAXWIAO WUM \ Q , REtARDER ON WELLYCOMPACTLENE TEEP CLEAN z Owl W a .. :° - a 1 I'6-MIL POLY E -�' FILL TERMITE 1REATMENt BNALL BE REIPFOR(.ED UU 6'X6' WL4XWf4 n v a - - • REIORCED W/ b'Xi' WIAJQUI.4 • •:' a • - 4' COVC I�RFOI�ED W/ i'Xi' WL4kIUl.4 ° 4' CONG I�INFORCED W/ b'Xb' WL4XYII.4 ° SOR.4-CAI OR FISERME6H ON b-MIL VAPOR w RETARDER ON WELL -COMPACTED CLEAN (f C. REMF. W/ 6'xi' WI.4XAA0 UAIM ON - (":R FIBER-E8H ON 6-MIL. VAPOR U)lF OR FIBERMEBFi ON 6-MIL. VAPOR RE OR ER ON EBH - b-MIL VAPOR TREATMENT SHALL BE BOFL4-CARE u O _ e' e" E b (AJ REBAR ON CHAIRS > - WELL -COMPACTED � AN PILL TERMITE RETARDER RETARDER ON YELL -COMPACTED CLEAN U RETAF'mER ON LLELL-COMPACTED CLEAN u RETARDER ON LLELLEST TO BED CLEAN W' m a : P BORA-CARE APPLIED AT FRAMMG. m O 4' _B 4 PILL. lER'111E TWATiMET1T TO BE L FILL. TERMITE TREATMENT TO BE PILL TERMITE TREATNEhIt TO BE ` FILL. TERMITE TREATMENT TO BE L > d. SOR4-CARE APPLIED AT PRAMMG. - 4' 4• BORA-CARE APPLIED At FRAMMG. in 4" I'-G'i" .4" , BORA-CARE APPLIED A7 FRAJMING. O (U 5 REBAR I'-b" e2) R REBAR ON CHAIRS - C - (3)5 REBA.R O'1 CHAIRS a (2) 5 REBAR ON CHAIRS -a fZ) 5 MBAR ON CHAIRS 3" z w > 4' o Eo GARAGE STEP-UP .y "" mu GARAGE STEP -Up GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.I3.W. ' GARAGE STEP-UP 6 L.B.W. W'LIFT 6 A 2-STORY L.B.W. W UPLIFT 6 B L.B. W. W NO UP WNO UPLIFT SCALE=� 1-STORY FOOTING NON -BEARING 4A AT FRONT PORCHES 5 EXTENDED STEP`' 9cALE: IR �QL�' Imo' @T�sENDED FOOTING •STEMWALL TO BE MIN.3 §CWWD GALr: I/3'.I'-.�j' E, 1r2•.r-0 GRADE _ RECE6S POI¢ SECWYE P.T. BT O L GARAGE POOR i/2'XB' AN L R T' E7MBEp. M • 32' PC fU xS FEBAR VERTICALLY W/ GONG. (U 5 i�EBA1Z 4' CONC- R=1W. W/ 6'xb' WIAWL40 AIM POURED CELL W/ GGNC. 04 6-MIL POLY ETHYLENE VAPOR SECURE P.T. BT. PLA O AB a, RETARDER ON WELLTREATMENT m 1/2'X8' ANCHOR L a' 11J �� BEEAN FILL DORA-CARE TERMITE TREATMENT BNALL a 4' GCNC, REINF. W/ 6'x6' W44MUTA0 WIIM GN EMBED. MIN. • ` 6-MIL POLY ETHYLENE VAPOR RETARDER ON _ C •GARAGE _ e�. J" 45 R 5AR ON C 4AIRB TREATMENT 814ALL BE DORA-CARE w F U- NofiE. OPTIONAL USE OF ' OPTI USE OF ;� i .4' a ,4° , I.-e" II01 -COMPACTED CLEAN FILL TERMITE K 4 CONCRETE CUI5 • C wenrr WAL T BE DETERMINED BY ° GN&-MIIL POLY ETHYLENEZVAPOR XWlAV U)11M w WALLS TOM DETERMNED BY STUCCO R BY DIVISION. (U 5 REBAR ON CHAIRS RETBUILDER SY DIVISION. AN E PAD oN ACTED CLEAN e CONC RET PILLA,£�RE+R-E TREALTME yT &,IALL BE STOP STOP GUI HEIGHT VARIES cj SCALE= _0• GARAGE DOOR FO ' WINK W/ b'xb' WIA 4UL40 ALM BORA-CARE Ali Q °' - 6-. d _ HEK•HT VARES 11 SCALE: 1r2'.I'- ON 6-MIL POLY ETHYLENE VAPOR - m .. e ..a RETARDER ON WELL PILL CLEAN w 4 z u . g oe - PILL TERMITE TREATMENT 64ALL BE , T[ z - - z T BORA-CARE L > (3) 5 R=BAR ON CHAIRS Q z - 1 UA COVC. RER�ED W/ b'X6' A.4MU1,4 6' I' RECE89 FOR b' 3 vARI } b' UAIP OR PIBER`1E6H ON i-MIL. VALOR F Bf•D. TRACK f o? 0 4' SPSC. REINFORCED W/ 6'X6' WL4XWI.4 = a L f� TARDER ON YELL -COMPACTED CLEM l FRIIB 4 FLOOR@ (V 5-CONY, a z (2) 0% RES.AR ON 04AIRS U �" - � OR 1:159 8*4 ON b-MIL VAPOR • : FILL. TERMITE TREATMENT TO BE w ° - E w - BORA- m O • " IEI-ARDER ON W5LL-COMPACTED CLEAN ..� _. CARE APPLIED AT FRAMNG. a - FILL; rERMIrE TREATMENT TO BE \ GARAGE STEP-UP f2 -CAW W PLIED AT PRAMNN m W 8• 4• 2-STORY L.B.W. w z� 4"-�" 4' �� Fw 8° !a)SREcNGHAlRB EXTENDED FOOTING L m m 3 �" ° �� '� GARAGE STEP-UP SCALE: I/.'=r-m' =. 1-STORY L.B.W. 1-STORY FOOTING 2-STORY FOOTING W UPLIFT r /E pEp�ADIIn' HEIGHT A1�8 � AT GARAGE �A AT GARAGE 10 SLAB AT S.G.D. 12 SHOWER RECESS FOOTER @EX�TENDED FOOTING SERVICE DR=1SCALE: In'= -0' SGALE': I/2' =1' -0' acALe:r.r_d' Z__ (U 5 REBAR VERTICALLY W/ GONG. 4' CONC, REINF. W/ 6'xb' WL4XWI40 WU`I POURED CELL `D ON 6-MIL POLY ETHYLENE VAPOR BEE ETIEER'sY CODE - :a = IETARVER ON YELL -COMPACTED CLEAN INSULATION R-VALUES 8 PILL TERMITE TREATMENT &&ALL BE _ TEXTIIIED PINIBH BORA-CAW a' cm �� (2) 5 IEBAR ON CHAIRS GROUTED BGND BEAM L ti �'rs' G � � c�/, ,n g SLAB AT GARAGE J SERVICE DOOR TIE VERTICAL IEBAR � � � VARIES PER ELEv. TO HORIZONTAL SCALE '.1'-d 0'-0' FIN FLR REAR WU Id NOOIK TIE VERTICAL REBAR TO HORIZONTAL q GROUTED BOND SEAM C ' ° RESAR W/ 10' HOOK A VARES PER ELEV. VARIES PER ELEv. AL z -4 .STOP S WL4XXM.44 IW 1OR rliMM'r==&4 OP'l EL�= / GAB E 4 0 a GROUTED BOND BEAM a F 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL. POURED L T. CTTT•J NOT USED z ' . TERMITE TREATMENT TO BE I;' PV'G SLEEVE • • BORA-CARE APPLIED AT •e: a' CMU FILLED CELL (TYP.) - FOR GAS LINE -� PRAMING. 2X WALL FRAMING - a,) ... U b' PVC CHASE TFIR) FOOTING ,a REBAR ON CHAIRS •• : a - i UU _.I. 4))P)cll ANCHOR BOLTS a (4))4'XT' girl' DRYWA_I„ ! 7 REBAR ON CHAIRS J-BOLTS MK a' EMMDMENT w 2'M'XI/8' /'- 2-6TORY 0 WAOWER AND NUT SPACED EVENLY FROM WOOD BABE (3) 5 IEBAR ON GHAIRS FLOOR TO BOND BEAM. SET IN JONTS PROR TO FILLMG. (SLEEVED ANCHOR M J 2-STORY FOOTING SOLID POURACOEF7ABLEREI'RDPIT) �� W/ BLOCK WALL EXT. /INT. FRAME WALL TO n° !u 5 REBAR VERTICALLY W/ cONC. 1 V SCALE: la"=V-m' w LOCK WALL CONNECTION G LL BC4LE: 1/2'.I'-0' . n INSULATION RC WOEFORMS FOR CT a, cm CLIE FOR �C71CN RE"D a rOR MSS REQUIRED GAS LINE THRU BLOCK T✓ 1/2, GYP. W_ISD. z - 16 , -0 Z WOOD BABE = L �,a Y(y NOT USED LQ z� OONG6-MIL POLY YT41 LlgeVAPOR ' t1 PER ON 1REA7MENT ug��-ccml-ACMD SHALBE�� r` J d-d F�L FiR 0 -0' PIN. PLR E O SORA-CARE TIE VERTICAL REBAR _ TIE VERTICAL W15AR ro HORIZONTAL o ' ro HORIZONTAL lU 5 REBAR SET IN SIMPSCN HK.H e - To H R Z NT HOOK �.� rO OF W/ NT L z STRE4GTH EPDXY 6' BIDED. MN . <I (2) 03 REBAR . I -STORY I _ -' WOCK �'� °t• E (3) 5 REBAR • 2-STORY - - L L ' as OUTSIDE REBAR TO BE m 6' PVC CHASE twRU POOTiJG _ - - a r CONTINUOUS = 4' COUC- �IrJF. W/ 6'xb' W1.4XUL40 ° :.. 1 !U 5 VERY. DOWEL_ - ° UAIM OV b-MIL POLY E'I1-IYLENE a � ° a !UPPED W/ BOND DCO BEAM L -STOW g a (2)SREBARGNGHAIR3 HORIZONTAL/VERTICAL b 'a, VAPOR RETARPER ON � .. � _ 2-STORY TERMITEYE TIEATMENT�BHALL BE JW J ° W/ 26' LAP MIN. in ' 4 BORA-CARE (3) 51ESAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR - PIPE THROUGH REINFORCING BEARING CHANGE 1-STORY FOOTING E OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR ILAP W BLOCK WALL SAT LINTEL CORNERS D • - ALT'7ERR F L, =X'IOOO'I=IRS Arr F'Il%;ISII SLABB]E 'S rrO MIN. 12" BELOW UNI:)CSTUR1E3=D SOIL CONTROL, DATE: 07/01/15 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w cnl U `h03 0 0. V W A h Q ti sulmrv. at IrOT1. CREEKSIDE EXPRESS LOT #85 PRCJMCT 0432000 AWDRU 4EBB "1828- CALI" GARwa& gWrNG. LEFT PAoC M MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLONDA MAY 1 Dp 'T% 11/17/16 8CA _ 1/4" V-0" I r r 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER ''�-WHERE "X" BRACING IS PRESENT w30 FELT PAPER INSTALLED PER FBGR R9052.1 ON �r." O.S.B. ` FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" CDX PRE-ENG GABLE TRUSS OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0' O.C. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBGR (AT SHEATHING SEAP'15) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER Rg0521 ON "" O.S.B. (2) 12d's o EACH TRUSS INSTALLED PER FBGR R9052.T ON �" O.S.B. SHEATHING OR 2 CDX o- - TO BE INSTALLED IV MID. POINT SHEATHING N X GDPLYWOOD SECURED PER OF TRUSS SPAN, OR 10 ID O.G. PLYWOOD SECURED FASTENER SCHEDULE 5TIFFBACK At ALL UPRIGHTS MTL. DRIP EDGE PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER ENGFOR SITE AND CONDITION) ELEVATIONS SEE ENERGY CODE FORMS FOR . SCHEDULE INSULATION R-VALUES 4 xs �,x� G, VENTED ALUM. SOFFIT ' ~' " GYPSUM BOARD OR �" HIGH " „ . ? PRE-ENG WD. TRUSS 24' O.G. STIFFBACK At ALL SEE ENERGY CODE FORMS FOR MtL. DRIP EDGE o- MAX. UPRIGHTS OVER 4'-10" STRENGTH GLG. BOARD PRE-ENG TRUSS — INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS FOR SIZE < CONDITION) " GYPSUM BOARD OR" HIGH 2x4 NAILER CONT. 2x4 RAT RUN SECURED W/ �� MTL. DRIP EDGE VENTED ALUM. SOFFIT " (2) 12d s a EACH TRUSS 2x4 s 24 O.G. tv INTERIOR KNEE STRENGTH GLG. BOARD � a O.S.B. SHEATHING OR � CDX II 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL GONG. FILLED LINTEL BLK W/ (1) 1 SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 ELEVATIONS w5 REBAR CONTINUOUS WEEP SCREED OR 1/2" ZIP SHEATHING SYSTEM (SEE DETAIL 5/D3) INSULATION R-VALUES (INSTALLED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (1) w5 REBAR CONTINUOUS E BED VENTEDSTRAP RTRUS PLAN PRECAST LINTEL 2SO P.T. SECURED t0 5/8" GYPSUM BOARD OR I/2" IALUM. SOFFIT � MASONRY w/ I/2"x9" AB. HIGH STRENGTH GLG. 80ARD WIV THICK, 3 GOAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2" PIA, WASHERS, 7" CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV D METAL LATH WINDOW ATTACHMENT AS PER S' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WINDOW ATTACHMENT AS PER THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. MANUFACTURES SPECIFICATIONS INSULATION R-VALUES D PAPER OVER TYVEK PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY t0 MASONRY INFORMATION) — PRECAST SILL BLK. W/ (1) w5 REBAR _ MANUFACTURES SPECIFICATIONS OR 1/2 ZIP rpHEATHING SYSTEM PRECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) (l) 05 REBAR VERTICALLY W/ (1) 05 REBAR VERTICALLY W/ — GONG. POURED CELL PRECAST LINTEL j PRE -CAST CONC. SILL WEEP SCREED GONG. POURED CELL 5/8" THICK, 3 GOAT F Ix2 P.T. FURRING STRIPS g 24" O.C.(SEE DETAIL 5/D3) Ix2 P.T. FURRING STRIPS I6" O G PORTLAND CEMENT SECURE GABLE TO 2x6 P.T. __ _ --- —Ix2 P.T. FURRING STRIPS a 16" O.C. PLASTER APPLIED 1/2" GYP. WL. BD. — g' CMU DIRECTLY TO MASONRY WOOD BASE PLATE W/ 12d's 8' O.G. MAX 8" " GU — 1/2' GYP. WL. BD• SECURE 2x6 PT, PLATE TO BLK W/ O GYP. SE BD. (I) w5 REBAR� i"x'B" ANCHOR BOLT W/ 2' WASHER WOOD BASE u1 — WOOD BASE VERTICALLY W/ CONC.SET IN POURED CELL ,. EPDXY -MEMBER M}IN. 0 332" OC MAX. a . O r I%" THICK, 3 GOAT PORTLAND j ~ uu CEMENT 1:9LASTER APPLIED u DIRECTLY TO MASONRYrw Z q� I -STORY GABLE BLOCK~ I- STORY GABLE NOTE: 1-STORY PER 1=5CR 90rp.2.1 - FOR ROOF SLOPES 2.12 TO BLOCK WALL WALL W/ VAULT C LG. LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" BLOC WALL SYSTEM IS REQUIRED. FOR ROo�- SLOPES OF `� 4:12 OR GREATER, (U LAYER UNDERLAYMENT 15 SCALE: 3/4"=1'-0" PERMITTED BUT MUST BE PER ASTM D22ro TYPE II, A5TI-1 D 4869 TYPE IV, OR ASTM D 615-1 2x4s 2X4w 2x6 P.T. SECURED TO IX4 DIAGONAL BTM. s£cuR£ To BLOCK W/ W 2x4= secuR£ To BLocK u t- TAPGONS OR DRIVE PIN SECURE TO BLOCK W/ TAPCONS OR DRIVE FIN MASONRY W/ I/2"X9' A.B. W/ CHCRP BRAGINCs. (MIN. 6HANIC SIZE .Id5 TAPCONS SHANK OR DRIVE PIN (MIN. SHANK 612E .145 2" DIA. WASHERS, T" MIN, SEE PLAN FOR MIN. HEAD SIZE 3mo (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 a' CNU EMBEDMENT WITHIN S' OF LOCATION MIN. EMBEDMENT I Ya') MIN. HEAD SIZE 300 K' DRYWALLRE-ENG'D WOOD MIN. EMBEDMENT I YEN NOTE: 8TlBUGTURAL RE MUST BE II WITHIN 8' OF EACH END 8 . stlaNCT1RAL 2X MUST BE MIL EMBEDMENT I Yi ! NOTE. aTRucTURaL 2X MUBr BE wlt7-{fN a' CF EACH END . EA. END, 32 O.G. MAXMAx IN , 8' O.1U Is' O.C. MAX SPACING. NOTE WITHIN S' OF EACH £ND Tp OUTSIDE k SECURED I'X4' OR i'X2' P.T. NAILER TRUSS (TYP) + 24 K' DRYWALL ON -STRIDE k SECURED 7HR000dJ B' O.C. MAX SPACING. T" VL*H E k SECURED 8' OL. MAX SPACING THROWµ NON-BTR CTURAL 9b'IX4 I'X4' OR I'X2' Pt. NAILER 2Wam NON= STRUCTURAL 'l4' TAPCON 2X6m THROUGH NON-9TRUCTURAL 2X6� mw P.T. OR °Y1X4' MIN. SECURE THRU FIELD. SECURE 7O BLOCK W/2-�(e' MIN. 1-Y1 EMBEDMB'l7 INTO 7APCON MIN. I-YW EMBEDMENT 6ECtiR`c To BLOCK TAFY.GN MIN. I-Y<' EMBEDMENT ❑ FRAME k EXTEND I RI INTO BLOCK W/ O.G. MAX INTO BLOCK SIMPSON ❑ Ix4SE P.T. T IY4'x4' MIN. T IN, SPA OR DRIVE PIN SECURE A oms INTO BLOCK. DRIVE tAPCONB OR 9(s' 7AF'GOIN6 OR DRIVE PIN (TYP) VERIFY SECURE THRU FRAME k (MIN. SHANK SIZE .145 � �'�' TAPGG*l8 OR DRIVE PIN (MIN. SHANK 612E .145 B I-IEtA-16 ❑ EXTEND I-Ya' INTO BLOCK DR IVS PIN MIN. HEAD SIZE 300 MIN. HEAP SITE 300 ' Q"Al [MIN 9HAPtlC SITE .145 W/ ir.' TAPCONS OR DRIVE MIN EMBEDMENT I Y4') • DRYWALL (MIN sHar4c SIZE .145 B, CMU MIN HEAD SIM 300 ' CMU MIN EMBEDMENT I-E IN IN. HEAD SIZE 300 : ' DRYWALL WITHIN 8' OF EACH END k IS' OL. MAX W/ TRUSS PLAN (MIN. SHANK SIZE J45 WITHIN B' Cr-OF EACH END k DRYWALL 18' O.C. MAX BPAGRdCs. �7 'X4' OR I'XI' P.T. NAILER MIN EMBEDMENT I Y4') MIN. EMBEGMENt I Y4') SPACING MIN HEAD SIZE 300 2Xa, ' i WITHIN 8' OF EACH END k ❑ 'X4' oR I'M' P.T. NAILER WITHIN e' OF EACH ENGi k ❑ 1'X4' OR I'X2' Pt. NAILER MIN r MENT I-Y:sEcuwTO BLOCK wn-V L� 7'O.aB.X 4' MM. 18'OL. MAX SPACING. 18' O.G. MAX SPAGIi•Ys.WITHINEACH END k 2XSm 2X8a� ')(' OB$. X 4' MM.TAPIONs OR DRIVE PIN DOOR CA6MG IB'OLSPACING GA6NCSECURE 70 BLOCK W/2-%I SECURE TO BLOCK W/W/4'OORNG (MIN SHANK SITE -145 TAPCONS OR PM DOOR CASING tAPGCN6 OR DRIVE DIN POOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN HEAD SIZE 31D10 DOOR JAMB OR WMDOU (MIN SµANC SITE .I45 - MIN EMBEDMENT I Y4') ATTACH TO 2X PER (MIN. BHAtlC SIZE .145 DOOR JAMB OR WINDOW MIN. HEAD 81YE 900 DOOR JAMB X WINDOW AttAG4 t0 IX PER MANUFAIIU}�S ATTACH TO 2X PER WITHIN 8' OF eNTEAC1 END k ATT A CW TO 2X DETAILS. MIN HEAD SIZE 300 ATTACH 70 2X PER ATTAIN TO 2X PER DETAILS. MANUFACTURES DETAILS. 1S' HIN MAX BPACINCx MIN EMBEDMENT I Y4'1 MANUFACTURES, DETAILS. MIN. EMBEDMENT I YEN MANUFACTURES DETAILS. WITHIN a' O' EACH END k WITHIN 8' OF EACH END k NOTE: SHIM AS NEEDED TO PLUMB NOTE, 6141 AS, NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: sHIM As N� TO FL LM 18' OL. MAX SPACING. �, SHA'I AS NEEDED TO PLUMB 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED ).') JAMB (DO NOT €� Y') JAMB (DO NOT ExcErD Y1) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/19 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3-7/16" DOOR JAMB TO BLACK +9/4 OR +5/4 ' (1 WINDOW TO BLOCK +3/4 OR +5/4 inl WINDOW TO TkjACK +1-15 8 (;;l RDJDOW TO ffiACK +3" G WIIiDf,1W �BtACK +3-7/18" i1 WINDOW TO BLOCK +3/< OR +5/4 SCALE: 3/8'•I� ''' SCALE: 3/8'=I'-0' 6GAL S/8' 2X4m 2X4:m SECURE TO BLOCK W/ Vol 2X4a CURE TO BLOCK W/ 2x4:- TAPCONS OR DRIVE PIN SECURE TO BLOCK W/Y4' SE wr-uw B OR DRIVE PIN sECLLRE TO BLocK w/ � (MIN SHANK SIZE J45 TAPGGM6 OR DRIVE PIN TAPCO(MIN SHANK SIZE .145 TAPCONS OR DRIVE PIN MIN HEAD SIZE 300 (MIN SHANK SIZE .145 (MIN SHANK SIZE .145 qq CONC. POURED MIN HEAD SIZE 300 MIN EMBEDMENT I Ys) WITHIN MIN HEAD SIZE 300 U LINTEL COURSE MIN EMBEDMENT 1 Y4'1 WITHIN MIN HEAD SIZE 300 S' Cr- EACH END 4 la' O.C. MIN EMBEDMENT 114 ) 8' OF EACH END k IS'Or- MIN EMBEDMENT I Ya') WITHIN MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X MUST MAX SPACING. S' OF EACH END 4 I8' OL. NO•r: sTRICTUIRAL 2X MUST 2X6� Be ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. Be ON OUTSIDE 4 SECURED 2>46�_ MAX SPACING. BE CN OUTSIDE k SECURED SECURE to BLOCK THROUC44 NON-STRUCTURAL 2X6s THFOUGµ NON-STRUCTURAL SECURE TO BLOCK W/J-%' SECURE TO BLOCK W/2-W6' Tµ H NONK I_y4- TURAL W/2-)W TAPCONS OR E ' TAPCOX EDMENTTINTO-)BLOCK TA�� TOR OCKDRIVE W/I-I14' E DMENT INTO B4LOGK TAPGONS OR DRIVE PIN TAPGO" OR DRIVE PIN E TAPCON Mh1 I-B DRIVE PIN TAPGONB OR DRIVE PM "a RINCa P f1<J Eon;=S (MIN. SHANK SIZE .I45 (MIN SHANK SIZE .145 EMOM�tT INTO BLOCK (MIN SHANK SIZE .145 (MIN. SHANK BITE .145 IX4 5YP LATERAL MIN HEAD SIZE 300 MIN. HEAD SIZE 300 6' CMU RE-INFORGING 36 O.C. MIN HEAD SIZE 300 HEAD SIZE MIN EMBEDMENT I Y4') MIN. EMBEDMENT I Y4'1 wm-5p MIN EMBEDMENT 149 MIN EMBEDMENT 149 8' Ct1U ' WITHIN 8' OF EACH ENlD ! 8' CMU 8' OF EACH END 4 15' O.C. 6' altu WITHIN 8' OF EACH END �� DRYWALL , WITHIN 8' O' EACH END k is, OL. MAX SPACR�ls. K' DRYWALL 4 18' OL. MAX SPACING. ❑ I'X4' OR I'X2 P.T. NAILER 18' OL. MAX SPACING. Yi' DIRYWALL • • MAX 4 TRUSS E W K' DRYWALL MAX SPACING. X4' OR I'X2' P.T. NAILER 2xS:® 2ND 2X SECURE TO 27CS» ❑ X4' OR I'X2' P.T. NAILER CHORD, SECURE W/(3J tfdd 2x8:m ❑ IIX4' OR I'X2' P.T. NAILER 2XD� R CASING SECURE TO BLOCK*rV212 TRUCTURAL MEMBER SECURE TO BLOCK W/1-.1/4' ' F.T. X 4' MIN NAILS ®EA. TRUSS SECURE TO BLOCK W/7-i(i' OOR CASING SECUI t0 BLOCK W/2-�/((,' W/e-' TAPCONS ORr2dTO ITHIN 8' GF EACµ tAPGONB OR DRIVE PIN OOR CASING Ci-iORD TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN DRIVE PIN £ND k 8'TO 8' O.G. MAX (MIN SHANK SIYE .145 (MIN SHANK SIZE J45 (MIN. SHANK 91ZE .145 MIN HEAP SIZE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 DOGR JAMB oR WINDOW MIN- HEMrK M ZE p J® WINDowMIPNL E BCE sD'T'IkTlT) GABLE END BRACING ATTACH to 2x PER MIN EMBEDMENY I Y4') WItHI ttACH 70 2X PER DOOR JAMB OR U9IVDOUMIN EMBEDMENT I Y4'1 WITH( MIN EMBEDMENT I Ya') TTAGH 2X PER WITHIN 8' OF EACH END k AYT,ACH TO 2X PER J n - - n 8' OF EACH END k 18' CO. MANUFACTURES DETAILS. 8' O° EACH END 4 18' OL. MANUFACTURES DETAILS. WITHIN 8' OF EACH END k MANUFACTURES DETAILS. 18' OL. MAX 6PAGMG. ANUUFACn4FeS DETAILS. Q SCALE: I/2 = I 0 MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM As NEEDED TO PLUMB 18' O.C. MAX SPACING. NOTE, 6HM A6 NEEDED TO PLUMB NOTE: %HIM A% NEEDED TO P1-UM15 2 JAMB (DO NOT EXCEED Ya) JAMB (DO Not EXCEED N) JAMB (DO NOT EXCEED 41) JAMB MO NOT EXCEED Yi) _ n DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 �/} DOOR JAMB TO BLACK +3" DOOR jpyB TO BLOCK +3 3/4" Y tU" WINDOW TO BLACK +1-1�" %>1 WINDOW TO BLACK +2 1%4 " �. WINDOW TO BLOCK +3" %vrl �IN�1' OW TO BLOCK +9 3/4' " SCALE: 3/8'•I'-0' A' SCALE: 3l8'=I'-0' SCALE: 3/8'=I'-0' aIALE: 9/8'=I'-0' m Q FASTENER SCHEE>ULE NAIL. REOUIRE1 IENTS TOP CORD BLOCKING AT 4'LL USE 1/16" OS$. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. A7 SLLPPORTEp PANEL EDGES AND w8 RING SHANK GUN NAILS At 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH PIA. ENSILE STR O.G. MAX. IN FIR5T 2 FRAMING = TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. FOR SHEAR < UPLIFT COBS. TO BE STRUCTURAL ;° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE � O s ° I 08 2' DECK SCREWS 6 6'-V J z ) COB ad ROLLNpMOpIFIEp OR T I T!8" 113 IT0>a00 106 ROUNDMODIFIED OR T 2 1/8' .128 170 �0 rrooF SuearulNn TO naBLE END EeaME ? ROOF SHEATHING NOT REOIJIREp EXCEPT +i OPENINGS rc fl o � � wl O.G. MAX ®EDGES 4 12' O.C. `MAX IN FIELD. UNTHI�ADED w RINCs SPANK. GLN NAII S USE 08 GUN NAILS a 4" O.C. NOTE: NAILS t0 BE MFG BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSSOOCIATION EXTERIOR SHEATHING I, 0.113 INCH NOMINAL SHANK DIAMETER USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK WIN NAILS AT 6' O.G. AT 2. RING DIAMETER OF 0JDI2 OVER SHANK DIAMETE R .G PANEL 51DE5 AND 08 RING SHANK GUN NAILS 4' O. TOP 4 BOTTOM PANEL AND 45 RING SHANK GUN NAILS AT 6' O.G. AT 4_ 0280 INC20 RINGS ROUND HEAD DIAMETER INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/2" ZIP SHEATHING: SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN AGGEPTA,BLE FASTENER FROM ANY MANUFACTURER " ` ry z :F p Q _ � � ROOF 5I=IEATI 41NG LAYOUT AND ENDWALL 5RAGING r-OR G,45LE END i=RAM I NGL ° SHANK TO EXTEND BEYOND' ' ` • 6' O.G. IN FIELD -- w U THICKNESS OF SUB -FLOOR 10 pO SHEATHING P m o TYI?- 3/4" T4G SUB -FLOOR PECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) BUILDING LENGTH ARC W I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 aiIIIII F r4 h w 0 F 0. w A F A evsar►:. ae 1.907: CREEKSIDE EXPRESS LOT #85 P �4J&'3C2r000 MODEU 4EBB "18��21,�8-bC�AI�LsI" GAR:AAam s xwo: LEFT PAGM SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA [1/17/16 1/4�'=1'-0 WOOD SHEATHING FIBERGLASS SHINGLES OR ZIP SHEATHING SYSTEM OVER 030 (INSTALLED PER MANUF. SPECS,) INSTALLED FFELT PAPER YER �I,ED PER BWRB LA GR 2x4 BLOCKING BETWEEN RS05.21 ON i' O.S.B. TRUSSES At FIRST (5) i:'`,;. SHEATHING OR GDX BAYS 4 0 O.G. (AT STUCCO WRAP PLYWOOD SECURED SHEATHING SEAMS) WRB LAYER 02, FORTIrIBER FIBERGLASS SHINGLES OVER PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED scHEpuLE BUILDING PAPER VERIFY W/ TRU55 PER FBGR R5o52.'T ON ) METAL LATH PRE-ENG WD. TRU55 PLAN O.S.B. SHEATHING OR }' GDX FRAME t0 t 24" O.C. MAX. `""``" PLYWOOD SECURED PER FASTEN TO WOOD STRUCTURAL CONNECTION FASTENER SCHEDULE BLOCK MEMBER -T`" O.G. MAX �<, MTL. DRIP EDGE rh SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE PRE-ENG WE). TRU55 24" O.0 SEE DETAIL 15/DI INSULATIONR-VALUES —1/8" TEXTURED 2X4 OR 2X6 FASCIA 5/5" GYPSUM BOARD OR 1/2° 2X4 OR 2X6 FASCIA MAX, IN1 PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS x51-4 m WOOD CONT. 2x4 RAT RUN SECURED DOUBLE TOP PLATE W/ (2) 12d+e a EACH TRUSS i "M" TYPE CONTROL JOINT VENTED ALUM. SOFFIT VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR WINDOW HEADER SIZE VARIES 1/2, GDX OR -1/16" C.N. PER WINDOW OPENING SEE OSB SECURE t0 INSULATION R-VALUES ROOF TRUSS UPLIFT i 6 METAL LATH STRIP HEADER SPAN CHART FOR 5/8 GYPSUM BOARD OR CONNECTOR NOT DETAILS WALL PER I/2" GDX OR t/16" OSB 1/2' HIGH STRENGTH CLG. SHOWN FO a SECURE t0 WALL PER FASTENER BOARD CLARITY ( � WIDE STRIP SELF FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON DOUBLE TOP PLATE SHOP ) MANUFACTURES SPECIFICATIONS SHEET P2 ON SHEET D2 ADI-IESIYE I=LA81-41NCx, CLEAN OR 1/2 ZIP SHEATHING WINDOW HEADER SITE VARIES MASONRY BEFORE APPLYING OR I/2" TIP SHEATHING WINDOW SILL WINDOW (INSTALLED PER WINDOOPENING SEE TEXTURED SYSTEM (INSTALLED PER 2x6 STUDS B 16 O.C. MAX W/ PER MANUF. SPECS) HEADER SPAN CHART FOR MANUR SPECS.) INSUL., SEE ENERG. Y CODE DETAILS FINISH 6 MASONRY 1/8" THICK, 3 COAT FORMS FOR INSULATION WEI' THICK, 3 COAT WINDOW ATTACHMENT AS PER ERIOR WALL " CEMENT PLASTER R-VALUES CEMENT PLASTER MANUFACTURES SPECIFICATIONS SHEATHING (SEE 8 CMU APPLIED TO METALT t G SUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH STUD LATH OVER 2 LAYERS i SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2xro STUDS a 16' O.G. MAX W/ TO DBL. TOP PLATE OF GRADE "D" SCHEDULE ON SHEET D2 OF GRADE "D" INSUL., SEE ENERGY COPE W/ USP SPT24 NAIL BUILDING PAPER OR BUILDING PAPER OR c FORMS FOR INSULATION PER MANUF. SPECS. PAPER BACKED LATH2S PAPER BACKED LATH p `\ <j R-VALUES OVER AN APPROVED OVER AN APPROVED -" T t G SUBFLOOR GLUED AND HOUSE WRAP HOUSE WRAP SCREWED AS PER FASTENER SECTION I N ��' s SCHEDULE ON SHEET D2 VERTICAL CONTROL BETWEEN 0]ET EXTERIOR WALL ISSIMILAR, MATERIALS DETAIL 5 � eJ SCALE: NTS 4 SCALE: 3" =1' -0" TRUSS CI MFG. SPECS.) ' 21P 5HI=ATH4ING SYSTEM (INSTALLED GONG. FILLED LINTEL - SUM BOARD OR i' HIGH DETAIL 5 �/ PER MANUF. SPECS.) OR BLK. W/ (1) #E; REBAR TRENGTH CMG- BOARD CONTINUOUS IX2 NAILER/C)RAFT stop -P --NG F TRUSS WOOD SHEATHING(I P MFG. SPECS.) WRB !-AVER1, G M BOARD OR �" HIGH x. STUCCO WRAP SEE ENERGr CODE FORMS FOR RENGTH CLG. BOARD WRB LAVER *2, FORtIFIBER INSULATION -VALUES IX2 NAILER/PRAFT STOP 71NCx PAPER PRECAST LINTEL.BUILI CONC, FILLED LINTEL BLK W/ (1) XMETAL LATH WINDOW ATTACHMENT AS PER "5 REBAR CONTINUOUS i 5/13THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD �,/� 7/8" TEXTURED PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION R-VALUES CONSTRUCTION "'�—EINISI WOOD PLASTER APPLIED PRECAST LINTEL FASTEN TO WOOD STRUCTURAL DIRECTLY TO (I) 5 REBAR �/ERTICALLY WINDOW ATTACHMENT AS PER " MEM13ER a rt" O.G. MAX MASONRY W/ CON(. POUffRED CELL MANUFACTURES SPECIFICATIONS 5/8' THICK, 3 COAT 8° GMU Ix2 P.T. FURRING PORTLAND CEMENT PRE-Cr�ST CONCRETE SfLL 3/4" T 8 G SUBFLOOR GL D STRIPS 6 24" 0-C- PLASTER APPLIED ye" TO i/2" MID -WALL AND SCREWED AS P all crlu DIRECTLY TO (1) #5 REBAR VERTICALLY WEEP SCREED FASTENER SCHEDULE I/2" GYP. WL. pP- MASONRY W/ CONC. POURED CELL •: SHEET D2 WOOD BASE Ix2 P.T. FURRING Z Q j Z I 0'-0" STRIPS 0 24' O.G. — a. FIN. FLR 8" CM {AST GH X4 IBBON W/ ti iu 1/2" GYI;b. WL. Bp. C 12 a EACH TRUSS. WOOD SASE roll WIDE STRIP SELF RIBBON TO BE P.T. - -m ADPF51vE FLASHING, GLEAN PRE-ENG FLOOR TRUSS � °� a FIN. FLR. MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS.) TEXTURED GONG. FILLED LINTEL BLK W/ —STORY FINISH 0 MASONRY CI) "5 REBAR CONTINUOUS 2—STORY WALL WALL • '� �• r ,. WEEP SCREED DETAIL G� RIBBON SECTION SECTION 5 WOOB TO BLOCK CONNECTION 6 FASTENING DETAIL 1 = SCALE: 3/4" = I' 0" SCALE: 3" = I' -O' CONTROL DATE: 12/13/12 SCALE: SCALE: 3/4 - I -0 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER PRE-ENG GABLE TRUSS OVER 130 FELT PAPER INSTALLED PER FBCR INSTALLED PER %BGR PRE ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS ? AND AST�PD ASKED SPF STII ESAGK ISEE SEALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a (WALL s1-IEATu1N� NOT ; R905.2. i ON OS B. R 2052.T ON ' O.S.B. SµOUy FOR GLARITr) 514 ENG. PACK FOR SIZE E CONNECTION) ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS ; 3 {{ AD I�ALTSP At SHEATHING OR ? GDX SHEATHING OR J" GDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS TO BLOCK WALL p os STUD PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD SECURED _ TRUSSES AT FIRST (5) 5AY5 4'-0° TRUSSES At FIRST (5) BAY RIDGE. DIAGONAL wryµ uER AS &4 STRAP WITH PER FASTENER O.G. CAT SHEATHING SEAMS) PER FASTENER ® ANY FASTENERS As . END INSTALL O.G. (AT SHEATHING 5E J BRACE TO BE STRAP EA END a SPACE i IN (10 10d COMMON NAILS SCHEDULE t SCHEDULE SPAN 15,-0" OR STRAPS AS FOLLOWS: I D (®.148 VA X 1 1/2' NOTE: -Ii0MPF4 C: 32' O.G. J MTL. DRIP EDGEVIM DIAGONAL BRACE MTL. DRIP EDGE GREATER REFER t0 2X4 OR 2X6 FASCIA TRUSS ENG. FOR CENTER OF TRU55 SPAN OR PRE- rm NG W . tRU 24 HIGHEST RIDGE. DIAGONAL PER ELEVATIONS -E lRl1 24' ADDITIONAL 4mMPµ'c' 48' oc. 2X4 OR 2X6 FASCIA O,G. MAX. BRAGS TO BE ANY SPAN SECURED W/ (3)12d C. HORIZONTAL TRUSS TOP Cr- STUD WALL PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. soL� PLATE .. FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO 70 TRU55 ENG. FOR SEE FASTENER SECURE t0 0'-0' TO 30'-0' (1) v HOLES B 1�00 NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET ; TRUSS W/ X-BRACE 1/2" CpX OR 7/16' 055 (2) 12d TRUSS REINFORCEMENT, D2 FOR SHEATHING (2) 12d 30'-1' TO 60'-0" (3) ° DO NOT PLACE SCREW IN SECURE t0 WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (I) X-BRACE — TOP HOLE NEAREST TO TOP TOP of FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2' CDX OR 1116" 055 o CENTER AND (2) MAsoNRr "� OF CMU BLOCK WALL X-BRACE SECURE TO WALL PER BRACE DIVIDED Q CONNECT BOTTOM OF ON SHEET D2 30'-1' TO 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER STRAP To CMU BLOCK WALL OR I/2" ZIP SHEATHING SYSTEM (I) X-BRACE ON SHEET D2 t0 END W/ (�) 3nw DIA x 1-1/4' SYSTEM (INSTALLED PER ,, t` S r T � rr„ LONG TAFCON MASONRY MANUF. SPECS) - �<�x �1� CENTER AND (2) �R I/2' ZIP SHEATHING - +,_ +' Yam, -- - -= ` + BRACE DIVIDED SYSTEM (INSTALLED PER cMu BLocK WALL scREws WEEP SCREED, SEE CONT. 2x4 sPF RAT RUN SECURED W/ 2-STORY CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12d'S ®EACH TRUSS DETAIL 5, SHEET D3 (2) 12d's m EACH TRUSS TO END 2X4 W/ 3/8 X 5 LAG GABLE END 1032" O.G. MAX. OR (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ 2X61/2"X9 ANCHOR (3) P.T. SECURE W1x4 m EACH S.Y.F. 02 DIAUSS DIAGONAL W/ GABLE SIMPSON MSTA-24 l3) 12d's g EACH truss DIAGONAL CROSS X—BRACING x-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES r% 32 O.G. MAX. BRACING NAIL GABLE t0 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH 11 „- DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH 8 TO FIRST FLOOR MASONRY' WALL W/ 12d NAILS roll O.G. SCALE: 3/4 -1 -0 2X STUD 16' O.G. MAX. STRENGTH GLG. BOARD SCALE: 3/4"=1'-0" 3 scALE: NTS MAX. STRENGTH CLG. BOARD A R C H I T E FT S 6 D S02.. It 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w pq W U w 0 F y a h 3 s b ;f BV130 P. a LOT: CREEKSIDE EXPRESS LOT #85 P130=CT# 04321.000 movamd: 4EBB "1828-CALI" CARAR 13' ING: LEFT PAa& SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C DA I& 1/17/1s 9C 1/4"=1'-0" *NOTE: NAIL 5Nr=AT4NG TO ALL. 2X A5 PER EXT, 5I 4EAT4NG NAILING, Sd 4" O.G. MAX EDGE5 4 6"-8" O.C. MAX IN TI- r-IELD 2x RIDGE ONE SITE LARGER SECURE 2x6 MIN. TO BLK W/ (2)"XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'X2"XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR To FILLI 1Cs MIN. (4) 10d GUN NAILS DBL. TOP PLATE 1. 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16" O.C. MAX.�v "I RATER W/ 2X4 I6' OC. MAX SECURE 2X4 TO 0° 0 MIN. (3) 12d NAILS OR WOOD W/2-12d a 6'-S' MIN. (4) 10d GUN NAILS O.G. STAGGERED "' lu 2x RAFTERS \ o SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-�' tAPGON6 OR DRIVE PIN Ix8 NAILER SECURE TO tRLL55E5 rAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. 0 0 BELOW W/ (MIN. SHANK SITE .145 MIN. HEAD SITE 300 MIN SECURE 2x4 ON (Z) 12d NAILS OR HEAD SIZE 300 MIN. EMBEDMENT I Ya' w/IN S' FLAT TO BLK -- (3) 10d GUN NAILS a EA TRUSS EMBEDMENT I Ya' W/IN 8' EA. END NOT TO EXCEED W/ GUT NAILS. EA END NOT TO EXCEED BT. PLATE 18' O.C. MAX ARG� �USIDES: S' OZ. MAX 2X6 GARAGGE DOOR BUCK W/ (5) RAFTER TO TRLL85 MTS-12 XIXB" A -BOLTS 4' EMBEDMENT MIN, CREATE VOID FOR STRAP 2X4 SOLID I Br. PLA E 21 W 2'X2'X>b WASHER AND NUT L PENETRATION SECURE t0 t 1/2' GpX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLID L 1/2, Cox WITH MIN. 2-12d BLK. GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES 9ECLL 5HE rH E ND PRIOR TO FILLING. WITH MIN. 2- BLK 1-2X6 PT BLOCK a CENTER OF PRE-ENG. TRUSS E "D EXTERIOR ARCHWAY EXTERIOR ARCHWAY DooR HEADER wau1� x5' J-Bolts o ALTE1aNIATE coNNEctION 2 - 4' EMBEDMENT W/ 2 X2 xYo WASHER MSTA-24 RAFTER TO BLK'G CON ALEFRAMED ROOF WITH WINDOW SCALE: In"=I'-O' AND NUT. BETWEEN TRUSSES 1 SCALE:1/2'=1'-0' 2X4 SECURED TO » 1115 UPLIFT / ✓ GABLE I NG W/(2)12d © NOTES: CO CONNECTOR VERIFY W/ASS SIMPSOM HTSM20 6'-8' O.C. ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TRUSS 2X4 SECU MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" GABLE SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO CONT �= M1�< W/( a UPR HT GARAGE DOOR MAX SCUDS o I6' O.C. o0 UPLIFT Ull EL HEADER SIZE PER :. SIMPSON LOTA-12 o EA. JACK _ BUCK ATTACHMENT (2) slMPsoM HtSM20 / 3 SPAN CHART. STUD, SIDES OF FACES OF BLOCK WALL "l SCALE: In'=1'-0" INSTALLED ON OPPOSITE — 3 ' CDx PLYWOOD 2x STUDS a 16' O.G. MAX W/ W/10 Ill TO TRUSS GABLE LOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" y _ TRU55 DOOR WITHIN;' of WINDOW/ DOOR TAPGONS TO CONT \ - ` 2x4 BLOCKINGNINC : p ii a EA. RAFTER ra'-0" OPENINGS L- EA OPENING NAILING SCHEDULE OPE AND RE PER POURED LINTEL - RAFTER KING STUDS (SEE HEADER 142B EA ° / SPAN CHART FOR DETAILS PRE-ENG TRUSS RAFTER � � � �' /i �' AND SPECIFICATION) ER 2 7 a 24' O.G. JACKS (SEE HEADER SPAN CONTINUOUS FRAMING PRECAST LINTEL �ii%, CHART FOR DETAILS AND BOND BEAM SPECIFICATION) (TYP) JACK STUD ASSEMBLY TO BE eECLL2oNE PLY A TIME. 5 CLOSED VALLEY FLASHING DETAIL 6 FR AMED OVERHANG i i 1 USE 1d NAILS, TWO WITHIN 6' �� FROM EACH END 4 NO MORE THAN 12' O.0STAGGERED 2X4 DBL. SP4a32' O.0 MAX 2X4 DBL. 2X4 TOP PLATE In CLG. BOARD II In"xV A$. MIN. i' TAP CONS TOP PLATE COP E BOtT TOP PLATE „ I TO SECURE TO FRAMINCs, I u EMBEDMENMT 8' FROM EACH MIN Z' COVER NEED MIN 1 1/2', LESS THAN END ! 32' O.C. MAX. 2' APART P -FaB 1 1/2', WINDOW MUST BE a TYP. INTERIOR PRE-FAB PRE FAB -FAB SECURED to BLOCK 11 DOOR OPENING WD FRAY sP4 OR H5 . TOP AND In cLG. BOAP4.D TRUSS TRUSS LLEENGGTfi7 D, BOTH SIDES L TRUSS ANCHOR TRUSS 1/2' CLG. BOARD TRUSS SCALE: In"=1'-0' CONT. METAL aF OPENING. 12 RETROFIT 1/2" CLG. BOARD TRACKS, TOP t 2X4 whop 1/2' DRYWALL 5CTTC 1 2x4 BLOCKS J a LINE OF SLAB STUDS � ° oC. In' DRYWALL In" DRYWALL SECURE 2x TO BLOCK W/ (2) 2X4 WOOD 2X4 CONT. "5 REBAR VERT. IN CORNIER BEAD STUDS alb" STRESS — (MIN TA SPANK SIZE O.1 DRIVE PIN SOLID GROUTED CELL - SEALANT < SU.O.N.BLOCKING 2X4 WOOD CHANNEL SNAPPED (MIN SHANK SIZE .145) BACKER ROD LOCKING OC" U STUDS •24' STUDS 24' O.G. W/ 5/5' CHICK 3 COAT MID -WALL SECURE BT. PLATE LAYER OF 1/2' (MIN EMIBED. I Uq) S' CMU SEE MID -WALL TO SLAB W/ I0d O•C WITHIN 8" OF EACH END AND STFWCTURAL FOR SECURE BT. �, ln'X9' A.S. CEMENT PLAStER MASONRY NAiL • TYPE GYPSUM APPLIED REINFORCEMENT PLATE TO S In' DRYWALL 32' O.C. 7' 32" O.C. MAX WA ACWED T IS OG. MAX SPACINGS. DIRECTLY TO W/ IL M EMBEDMENT AIDE a 121 TO EACH O I MASONRY 2x6 ATTACHED NAIL a 32' 2k4 Pt. SIDE 12' OC. , /CELLAR FILL MAX SEE FOUNDATION PLACE CELL AS PER GMtU WALL k ' ' PRopucr GONG. SLAB FOR DETAILS CONIC. SLAB CONIC. SLAB k / SPPROVAL REO. a - ,�a o a x > / FROM MIAMI-DADS I —� a — ,� COUNTY C. SLAB td _ �� a a I ° ,.4 STRIP MOULDING ALL SEE FOUNDATION ° °. ;� AROUND CBY FOR DETAILS SP4+o32'O.C.MAx 1—STORY °a GALV.57EEL DOORMANUF.) 1—STORY 1—STORY 1—STORY TYP. INT. WALL TRACKFASTENED TO --_ INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS — ' — - — — — — FASTENED ro a WOOD JAMB G GALV. STEAL W UPLIFT (NON—BRG.) NON—BRG. 3/16'xl va' LAG VERTICAL fiRACK ovERHEAD pooR SCREWS / I' MIN. BY O HERS (NO UPLIFT) ( ) SCALE: scALE:In'=r-011SLIDE 8 SCALE= 1n' 8 SCALE: I2'=1'-0 8 8C ARCH WINDOW FRAME BYMAUF. ry TRACKED TO f/ TRACK BRacKErS W/1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=I'-0' AND LOCK NUTS. TRUSS TO woof FRAMING SIMPOON MTS-12 — PRE-ENG TRUSSES W/TRusS .�, CONNECTOR VERIFY W/ PRE-ENG TRUSS FJ EyeNG• TRUSS FRAMING PLAN P�-ENG TRUSSES OR DOUBLE TOP PLATE DOLLBLE T LAT 2x CONTINOLLS STRE65 DBL. 2X TOP PLATE CONY. FRAMED RAFTERS SP4a32' O.G. MAX BLOCKING MID WALL 1/16' OS.B. MRI tU a I O. 2x STUDS a 16' OG. MAX, OR 1/2, ZIP SHEATHING _� PRE-ENGSIfNEERED U.O.N.SYSTEM (INSTALLED PER HEADER SIZE PER 5 - o EA JACK TRUSS MANUF. SP9C`J SPAN CHART. STUD, IDES OF J' T t G SUBFLOOR GLUED 2X B,LOCKNG a NI M -12 AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2' CDX TDS a I6" O.G. MAX W/ 1ST FLOOR -4 STUDS .E SHEATHING. SHEATHING TO BE 2ND FL DS 2X STUDS I6' O.C. MAX DOOR/ WITHIN it OF WINDOW/ POOR 2X 51MP!'�1�-36 a 32' 2X OTM. PLATE nl, WINDOW OPENING AND SECURE PER O ��i7�ayy(c �� 3/4' FLOOR DECKING LLI OMNI NAILING SCHEDULE wlep OS.B. PL MSTA-36 32' Or -,KING STUDS (SEE HEADER MAX PRE E �' SPAN CHART FOR DETAILS AND SPECIFICATION) F o ER 2X4 4 STUDS 16' O.0 PRE-ENG FLOOR TRUSS 01 / JACKS (SEE HEADER SPAN t} OSB. SHEAT OR }' $TM. DOUBLE TOP PLATE P1�E- INEERED �7� CHART FOR DETAILS AND CDX PLYWOOD. T ED FLOOR TRUSS SPECIFICATION) PER FAQ;iL 0-IE LE LATE l/16 OS B. 2x CONTINOUS STRESS HE 2 MTS-12 BLOCKING MID WALL JACK STUD ONE pL r is T I BE (D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY • A TIME. 6 TEED PER TEXT. FINISH 2x STUDS a 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO O.S.B. �'� �', USE 12d NAILS, TWO WITHIN 6' q UAN. �L /. FROM EACH END 41 NO MORE BLOCKING UNDER n GYP. WL. BD, 2 HORIZONTAL. 2X S.PF. STRUCTURAL BLOCKING AT / ALL STUDS SCURF ETA-I6 PERIMETER OF OS.B. TO PROVIDE CONT. NAIL PATTERN / THAN 12' O.C. STAGGERED E EERED SECURE BT. PLATE TO SP4 OR H5 a TOP AND EN TRUSS BAYS W/ TRUSS SLAB W/ 'x9" ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP ° i (3) I2d's EACH END " SP4a32' O.C. MAX ��Li ; �, BOTTOM PLATES • EA FULL CMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. / LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE 51MPSON HIGH STRENGTH OF OPENING. EPDXY 7" EMBED. MIN. ®SHEATHING a TOP OF WOOD FRAMED WALL TO BE SHEATHING TO LAP TO STUDS a 16' O)G. ON SP4 a 16 STAGGERED MIN. OF ' FROM SHEET BELOW BOTTOM OF PRE-ENG'D M75-12 a EVER STUD 32' OZ O.G. MAX Q INSTALL ALL SHEETS W/PACE GRAIN PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 6T. PLATE INT. 2—STORY L.B.W.FROM 2ND FLR LINE KNEE WALL DETAIL @ ENTRY g 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE.3/4'=1'-0' SCALE:In'=1'-0' SCALE: In"=I'-0' 14 DOOR OPENING WD FRAMED ��A TTACHMENTk. SCALE: 1n'=I'-0' ALE: In' = I' -0' CONTROL DATE: 07/01/15 A R C W I T E C T S 6 1 Design Grou ,2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W i1 III v F Al W A F A 13VSDIY. d1: LOT: CREEKSIDE EXPRESS LOT #85 F1WJECT* 04321.000 bmDEL: 4EBB "1828-CALI" GARAGE BVING: LEFT PAGEr MISC. DETAILS 160 MPH EXP. C ARCFIiTECT STATE OF FLORDA Dp " 1`1/17/16 9C • 1/4"=1'-0" A R C S IT E C T S 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 II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact @ head / sill. 11/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+25) / (50) Ply Gem 4780 FL14634.1 R2 Non Impact 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 tapton 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) / (-SO) 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) J (-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 comers, 14" max. spacing elsewhere Clopay Clopay horizontally and vertically. 1 1/4" embedment, Double Garage Door (+29) / (-35) (+46) / (-42) 16.2x7 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hild sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) / (-44) 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'/." annular ring -shank nails, spaced 6" o.c, at all laps and three staggered rows Alside fastened 12" o.c. in the field of the roll Soffit (+75) / (-75) 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-R1 Install per manufacturers recommended requirements. Sheathing .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W h U W 0 0. U y A h A y� 0 a s U ti 0 Cl t` m o CQ El 9LTHI m de w7i CREEKSIDE EXPRESS LOT #85 FMCJMT# 04321.000 �LOD�Lc 4EBB "1828-CALI" GARAGSi :9'�: LEFT PAIGO PRODUCT APPROVALS 160 MPH EXP. C 01 ARCHITECT: STATE OF FLORIDA 7 /16 SCAXAM 1/4"=1'-0" 1 S*T L)5 A R C R I T E C T S NOTE: NOTE. NOTE: IF ZIP SI-4EAT1-41NG SYSTEM IS APPROVED BUILDING: WRAP IF ZIP SI-IEAtI-IINGs 5 r StEM IS , INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 41x4' SEIr ADI-EERING � M15RAE \ rLAS ING 6' .VERTICAL LAPS (ROLL MANUFACTURERS WRAP MATERIAL) OVER / HOUSE MANUFACTURERS ENDS) t 6' HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. INSTALLATION PROCEDURES ALL S7�1 D WITH FE FLASHING TO EXTEND TO PIPE 7" I' OR LESS PIPES �'x�, 6'x6' SELF -ADHERING: MEMBRANE PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAPREFORMED CONTROL JOINT �}' THICK 3 GOAT CEMENT \ '� SE FL PADHERINCs MEMBRANE II FLANGE OF CONTROL JOINTS t '� \ PLASTER /\ BE WIRED TIED TO LATH w g" WRB LAYER "2, FORTIFIBER / FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDINGS PAPER ` HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH }X X V. X %" LEG MAY BE USED TO TEMP. PA SUNPPORTS (vE�) O.G. MAX X X X — — SECURE CONTROL JOINT CUT AND OVERLAP ONE SIDE OF \ DURING INSTALLATION WRB LAYER 01, METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF FLASHING FASTENERS TO BE SPACE D STUCCO WRAP SELF -ADHERING MEMBRANE m 11 O.G. MAX VERTICALLY STEP "1 STEP "2 FLASHING WOOD SHEATHING i / i �' THICK 3 GOAT CEMENT01, OR I/2' ZIP SHEATHING: WRB LAYER P WRB LAYER P SYSTEMNSTALLED PER STUCCO WRAP PLASTER STUCCO WRAP MANUF Co.) METAL LATH 6I Mlrl r4PeP LAP eeLow oNLY / WRB LAYER 02, FORTIFIBER / WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER R, FORtIFIBER BUILDING PAPERsArPHAPER - � A / WRB LAYER M, 6'x6' SELF -ADHERING MEMBRANE i j, / / / i STUCCO WRAP e " %� FLASHING OVER 4'x4 SELF -ADHERING MEMBRANE To i„ INSTALL FASTENERS (CLIPS, - FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS WRAP. GAP MIN. ZIP SI-EATI-IING ATH SHALL NOT t.• SYSTEM (INSTALLED PER FLASHING TO EXTEND ONTO PIPE E CONTINUOUS TO REQLLIRED TO SECURE E CONTINUOUS CONTROL 6^ 0 0° 6 rn_ PIPE/ WIRE TO FRAMING OINTS BUT SHALL MiYNUF. SPECS') 4"x4" SELF -ADHERING MEMBRANE •.,r;, w FLASHING OVER APPROVED HOUSE WRAP. BE STOPPED AND IED AT EACH SIDE. —PROVIDE 2X4 BLOCKING LiN 1 c.eR - FLASHING TO EXTEND ONTO PIPE R ASTM GI063 PLACED FLAT MAX. 6' TO S' - I0.1.4 PROM CONTROL JOINT WHEN APER LAP } \ %1 CONT. BEAD OF SEALANT OT \ \ / STRUCTURAL CONTROL INT S UP LLS ON `� FASTENERS FOR LATH TO BE NAILS OR SCALE. I I/2'-I 0 �� -INSTALL APPROVED HOUSEWRAP AIR NFILTRATION BARRIER OVER TAPES IN COMPLIANCE W/ ASTM GI063 ( SHEATHING . WIRE TIES TO BE (NO. IS) OZ4't5' WIRE / — I ELASTOMERIC COATING OVER STUCCO/ .BLOCKING SHOWN MAY BE IN ADDITI \ off O WALL STUDS REQUIRED PER PLAN G.V. FINISH (SEE TYP WALL SECTION) / �/ � VERTICAL LATH , & PAPER DETAIL WOOD STUDS SECTION L— �7G�i I ION PER i R703.6.1 Exterior lathing and plastering SHEATHING -` Exterior use of portland cement plaster NOTE: shall comply with the application SIDE L APS OF METAL OR I/1' ZIP 9HEATHINCz SYSTEM requirements of ASTM C 926-12A. (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL NOTE: BE SECURED TO BUILDING Installation of exterior lathing and framin FRAMING MEMBERS. BE PAPER , .4+ 6L F' IF ZIP SHEATHING SYSTEM ICJ shall comply with ASTM C 06312A. 9 O"M" TYPE CONTROL JOINT THEY SHALL TIED INSTALLED, PLEASE SEE BETi SUPPORTS MANUFACTURERS WITH O.0415-IN. (121-MM) STUCCO " LAP a LAT" WIRE AT INTERVALS NOTINSTALLATION PROCEDURES i s° LAP. PAPER MORE THAN 9' (229-MM). AS PER ASTM CI063 O I. FOLD INWARD w PT. A O 1. FOLD INWARD • PT. A SE • PT. 6 �I E,. ®FOLD 2. CREA® �� lO �•' 1 NOTFOR IMPAIR OF TEARS 9IN iLAYERS, TEARS HORIZONTAL LATH f=lf=E f N T RA T I ON DETAIL L'i,TAI]L, MAY ISE PATCHED & PAPER DETAIL LIJA40USE WRAP TAPE N , I PER MANUF. SPEC. OR FOLD PEEL t STICK . 4& ® 1/2" ZIP 51-4EATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR O L A INWARDw O t.FOLD Ni w PT. A - UJOOD SI--IEATHING s. CREASE w Pr. B WRB LAYER #I, 2. cReASE w Pt. B 3. GREASE w Pr. C % ^ STUCCO WRAP 3. GREASE w Pr. C. 4.1 Pr. G OVER Pr. w .: B TILL Pr. C TOUCHES } THICK, 3 COAT CEMENT ® *�u PLASTERL II �GII ��L �JD TIMI METAL LATHLAP WRB TAPE OVERDRAINAGPE FLANE CUJR5 ROOF/WAL - SCREED 71- Mori TIGHT NOTE: SEAL. FOLD. i ' NQj CUT. IF ZIP t1-4INCz SYSTEM IS 4- 51[X5" "L" TYPE CONTINUOUS INSTALLEDLED,,PLEASE SEE 1: GALV. METAL FLASHING MANUFACTURERS z (NAIL TO ROOD DECK, NOT BUILD INCH FAFER) INSTALLATION PROCEDURES PLASTER coat CEMENT WALL SHEATHING) WRB LAYER 02, FORTIFIBER �E TAL L>�T� X X X X BUILDING PAPER , CAP SHINGLE - DO NOT NAIL, WRB LAYER +1, INSTALL WITH ROOF CEMENT `�t • STUCCO WRAP SuCCO LAP LAYERS OF BUILDING WRAP Ovi NAILING FLa�E, stop y � . „` iAPEX I A' AeovE ry SHINGLES V SCREED i ROOF CEMENT z z SHINGLE Roi WOOD 5�4E AT4 NG /i. �> _ I!I 9 WALL FLASHING iq i '` OR 1/2° zIP 5I-EEA1'NING 51'5tEM <. ( INSTALLED PER MANUt=. SPECS.) w - KIOK-OUT FLA ii (SEE DETAIL) .1� 5=,4D�I5I� �L,4SIfN - { F ZIP IF ZIP 5I-4EATI-41NG SYSTEM IS NOTE y! " INSTALLED, PLEASE SEE �1,.r t t t� � . MANUFACTURERS IE AL LATik4: LA i 4 TO 5E ER FE3C FELT UNDERi -.— WATER "ll SEAL (BEND OR INSTALLATION PROCEDURES y��,tL A 2 SOLDER DO i Cl1T1 R SG/ J .� . I / i�F � l I — VT — � �J 1 I N. . L55, SHINGLE R:'OFING� B�O� FLF &4i AT 601NOTE: NOTL TKOMUOF ROOF 1 R WALL INTERBEGTION6 SQ. 'IrARD (l�T I I T1' OR NOI' I N \ DRIP EDGE, OVERLAP 3% EXTEND I/7'5ELOW LATE DOES NOT I„IEET SFECIPICATIONB) SHEATHING:, MEGHANIGALLT FASCIA WRAF' ! ! ! ! FLASHING II-� p �^y 'fi ,I� ,' /'y FASTEN 4' O.C. MAX L p--I L / \ \ H II II \ I ( _ N.T.S. JL JL1L11.J JJLL JJLL JL JL �1 �..il 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F 24 h W U W 0 F 0. El CREERSIDE EXPRESS LOT #85 PROJMT* 04321.000 a60DEIL: 4EBB "1828-CALI" GABAGM eVnM: LEFT PAIO� WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLONDA D 1/16 13C 1/4"=1'-0" F_Y�'•:.d:41i �11 i r ` � I' NOTE` INSTALL 6' SELF -ADHERING NOTE. IF ZIP SHEATHING 5YSTEM IS MEMBRANE FLASHING OVER stucco IF ZIP SHEATHING SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE TOP, SIDE($) AND BOTTOM FINISI-4 PLEASE SEE 1" 1ANUFAGTURERS INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION PROCEDURES SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES I/2" ZIP SHEATHING SYSTEM 1/2" ZIP SHEATHING SYSTEM I BOTTOM 2. SIDES. 3. top (INSTALLED PER MANUF. SPEC5.) OR (INSTALLED PER MANUF, SPECS.) OR WOOD SHEATHING wooD SHEATHING X I VENT CAP IS TO BE SET IN BED SELF wRB LAYER wl, OF SEALANT TOP AND FLASHING ,, i �• X SIDES O SE ANT 15 TO BE UNIT WRB LAYI=R I, stucco WRAP ' TOOL 5 5 T DEFLECT STUCCO WRAP WRB LAYER 02, FOR TIFIBER w AWA JOINTS. PRLMANUF. DR`I ER �' -Z D L AROUND METAL LDINGAP�APER VENT GAP (SET IN Ni Y SEALANT ALL WRB LA r E F RTI IBER 1 X I NT AND INTERSECTIONS CONT. SEALANT) WOOD�p HISHE� Wo D PLY SEALANT At PERIMETER OF BUILDING E CONSTRUCTION BACKER ROD ti' NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES,,ll CAULKING g JOINT SEALANT MEMBER ®i' O.C. MAX ALL AROUND TOP 4 SIDES 8" 1 COAT CEI"IENT 8' GMU PER FBC R703.6.1� L T R WEEPSEpALL 1 r,: Exterior lathing and plastering - �A Exterior use of ortland cement plaster T " �� _ � I L-1 p BACKER ROD J�8 TO �8 MID WAJp� DRYER VENT(BLOCK) shall comply with the application � B . requirements of ASTM C 926-12A. WEEP SCREED x q 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING, GLEAN RZZSD X shall comply with ASTM C 1063-12A. MASONRY BEFORE APPLYING ro SELF-AD-EESIVE� `�� WRB LAYER 01, FLASHING FINISH MASONRY STUCCO WRAP '� i X BUILDING PAPER z HOODED VENT OVER 'QUICK WOOD FRAI" 1ED - WALL �� HORIZONTAL WEEP SCREED J" THICK, 3 COAT CEMENT FLASH" ( FRAME TO BLOCK PLASTER HORIZONTAL WEEP SCREED METAL LATH — PIPE THROUGH i WRB LATER "2, FORTIFIBER WALL � �j. ( FRAME TO FRAME) NOTE: BUILDING PAPER IF ZIP SHEATHING SYSTEM 15 NOTE: WOOD SHEATHING IF ZIP SHEATHING SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE MANUFACTURERS PLEASE SEE MANUFACTURERS DRYER VENT (FAME IN5rALLATION PROCEDURES NSTALLATION PROCEDURES /�, 6" SELF ADHESIVE //� �� FLASHING (INSTALLall PER MANUF. SPECS.) OR 1/2- ZIP SHEATH NG SYSTEM BUILDING PAPER (INSTALLED PER MANUF. SPECS.) WOOD 5HEATHTI rz UNDER "QUICK FLASH" WRB LAYER "I, IllLAYER IF ZIP SHEATHING SYSTEM IS APPROVEP HOUSEWRAP STU NOTE: STUCCO WRAP STUCCO WRAP WRB LAYER +2, FORTIF15ER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES GUT "X" INTO coNSTUCTION VENT PENETRATION WI LAYER �I, SELF -ADHERING �x� METAVA A STUCCO WRAP MEMBRANE FLASHING SCALE: Nl e' cMu N C I `� APPLY SELF -ADHERING PIl RA E BANP WOOD SHEATHING MEMBRANE ND O TOR I�� OVER BOX AND OVER APPROVI=D Ill LAYER 01 WEEP SCREIEED S TEF '*I & T F 2 6' WIDE STRIP OELF ADHESIVE FLASHING, CLEAN MASONRY BEFC,dRE APPLYING APPROVED z FLASHING HOUSEWRAP WRB LAYER "I, BELOW STUCCO WRAP C. I"'1ER FIELD T F I I ELF-C. � VERIFY LOCATION ~ ELEC. METER FIELD STONE VENEER GUT OUCH THAT ; , APPLY 60 MIN SELF -ADHERING OVER SCRATcH COAT VERIFY LOCATION MEMBRANE FLASHING NO MEMBRANE _ GRADE D FELT -- ENTERS BOX, OVER I' APPLY STUCCO SCRATCH COAT EDGMING APPLrO FACE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT EDGE FLASHING PRIOR TO INSTALLING ELEC. HOU5EWRAP W�STONE VENEER �:"%/; METER WRB LAYER "2,FORTIFI5ER (FRAME TO BLOCK) t BUILDING PAPER CAVITY D TO BE FILLEPS-I � #� WITH RIGID OL"ERIG 5T ISOGYANOTE-POLYBLEND FOAM GEN� LE ("GREAT STUFF" OR SIMILAR) APPLY COATING O A 51LICON LAE COVER STUCCO/ G.V. FINISH DRAINAGE PLAN (WRB BASE SEALANT AT POINT (SEE TYPICAL WALL LAYER #I, STUCCO WRAP) THAT ELEG. WIRE PENETRATES APPLY F-Z BEAD 0 .°.o.. OVER 6m MIN o • o • o o SECTION) UJRB LAYER #2 CEC�RtI1=TREK - -- — — - a AREA TO RECEIVE GRADE D' METAL LATH UUILDING PAPER) FEALANT VIDE °• •° STUCCO SCRATCH GOAT SEALANT D ALL o0Joj00 METAL LATI� x--x—x—x 4 1 GOAT OF PAINT W/BACK- INTERS AND . INTERsBcrloNs o ° .0.0.0 ° a ROLL PRIOR TO .0.0.0.0 5TU000 . `-- ELEC. METER INSTALLATION PROVIDE 5TUCGO SCRATCH GOAT LARGER THAN THE ELEC. WOOD 5NEA74NC METER CAN OR METER CAN OR 1/2" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND _ (INSTALLED PER MANUF. SPECS.) DISCONNECT 5T F 5T F #(o SELF-ADHESIVE FLASI-IINCz — — — — NOTE: ELECTRICAL RECEPTACLE 1" 1ETAL LATI4: LATH TO SE PER FSG ELECTRICAL CONDUIT R103.6.1 / ASTi" 1 G-54=1-09, 1'11N. 2.5 1-85. 8 PENETRATION PER 5Q. YARD (UTILITY OR NOMINAL Ltl DOES NOT 1" 1EET SPEGIr=IGATION5) A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvm.abdesigngrou p.com AA #: 0003325 W w W 0 U [E-4 ®VSDiV. Ae LOT: CREEKSIDE EXPRESS LOT #85 PROJ=T# 04321.000 MODMU 4EBB "1828-CALI" GARAOIC SWMG: LEFT PAC= WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAY I I nw� l/ 7/16 t3C " 1/4=1'-0" a A� ,,rn1 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL _ WRB LAYER "I, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING r''. BA \ IER 01 WOOD WRB LAYER "2, FORTIFIBER FINISH LAYER l2 LAYER 3" X 3' 26 GA. GALEDGE ! WEATHER RESISTIVE CONSTRUCTION BUILDING: PAPER PRE-El"l TRUSS `ti _ _ _ E7 N FULL 5E G — BARRIER "2 • � PEEL a STICK) s/4' HAT CHANNEL 8" THICK, 3 COAT CEMENT WEATHER RESISTIVE SEALANT, Y�" MIN. ff 6" SAP. W/a/e° TYPE 'X' pRYWALL PLASTER BARRIER "I 6" PEEL a SPACE FROM DRIP PEEL a StIGK 6" SAP. a WEEP SCREED WEATHER RESISTIVE EDGE a DRIP FAGS t0 TREX / TO SH B IND WEEP SCREED BARRIER'2 /�' EDGE TO I FULLY L FLASHING ' 'THICK, 3 GOAT CEMENT V RIE DECK ...--•...............• �,'; IN ROOF CEMENT D WOOD SHEATHING 4 O ITIVEE PLASTER i // i � �! YROD �SEALFOR AN GKER 1 �' X 3' 26 GA. GALV. \ METAL LATH GA FOR BACKER METAL DRIP EDGE WRB LAYER "I, / `., SET IN FULL BED OF STUCCO WRAP ' ` WOOD SHEATHING I Y XI Y/4 P.T. OR SIMULATED Y4 P 5EALANT,14" MIN. WOOD (TREX) FILLER, VINYL GA51NG BEAD ROD a SEALANt SPACE FROM DRIP " THICK, 3 GOAT CEMENT CONTINUOUS , \ FACE TO TREX WEATHER RESISTIVE PLASTER 6" SELF-ADHEREING WATER PROOFING let WEATHER RESISTIVE VINYL CASING BEAD / BARRIER 01 AM66-WFWC--TW CUSTOM -CASING 5 A i i i J FLASHING WRAPPED LAYER (2 LAYER PEEL / BARRIER "I X' i �, WEATHER RESISTIVE EXTERIOR GRAPE i a TOP OF WEEP SCREED DRY WALL STICK) WRAPPED FROM � � / BARRIER 02 TO SHEATHING BELOW BALCONY DECK TO WEATHER RESISTIVE WATER PROOFING Ist / WRB LAYER "I, CANTILEVER ;." „ BARRIER "2 a STICK)2 LAYER PAl-ARr MR EELroG �, EX UM RCOLUMN HEAtH �" THICK, 3 COAT CEMENT + ' STUCCO WRAP IT( IN PLASTER 6" PEEL a STICK �� SG DECK MEMBRANE, VINYL CORNER BEAD DRIP EDGE TO DECK '� S EXTEND RIP PEEL a STICK WRB LAYER 02, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDG z"x3' "L" FLASHING �, % . i BUILDING PAPER (SHOWN FOR CLARIFICATION OF L ® 3' 3' 26 A. ALV. SUB FLOOR FULLY EMBEDDED IN ---------------- /- — ROOF CEMENT , SEPARATE ACCESSORIES ONLY) I DGE --- - - -- r 6" SELF-ADHEREING L BED OF / I ;< 3" 26 GA. GsALV. 1 VXI s/4' P.T. OR SIMULATED -� ETAL DRIP EDGE FLASHING WRAPPED — � AGE FROM DRIP --• ----- .................• -• •-- - WRB LAYER "I, i e GOR`lER OF CANTILEVER WOOD (TREX) FILLER, ` I P.T. OR SIMULATED STUCCO WRAP ` rr ; ACE t0 TREX O (TREX) FILLER, S;= IN FULL BED OF 4 pOSitfVE DRAIN CONTINUOUS SEALANt,�i' MIN. AMIGO AM66-WFWG-ism `.� "' II ,% WEEP SCREED Y4" GAP FOR BACKER VINYL CASING BEAD C NT UOUS SPACE FROM DRIP CUSTOM CASINGS BEAD REX ROD a SEAL T WATER PROOFING Ist !PAGE C ING _ FINISH LA ( LAYER LAYER (2 LAYER PEEL a "GSA FOR SEALANT VINYL CASINGS BEAD "--- PEEL t S C STICK) WRAPPED FROM Pt. BACKER ROp. WATER PROOFING lat C ANT1]LE V]E]E� DR1]P 3/4 REED 90 3/4 IENT BALCONY DECK TO LAYER (2 LAYER PEEL a NO GAP IN FIELD 1 O CH NEL CANTILEVER 3/4 RESILIENT il., STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: VI YL ASI G EAD g THICK, 3 GOAT CEMENT HAT CHANNEL fSALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM 15 EDGE PLASTER VINYL CASING BEAD CANTILEVER INSTALLED, FFLEASE SEE METAL LASH 'THICK, 3 GOAT CEMENT CASING BEAD witexty ~M MANLIFACTLIWRS 5/8' PE "X" DRYWALL WOOD SHEATHINGS PLASTER 10 A )�SCAL LINSTALLATION PROCEDURES E URED 4 PAINTED WEATHER 0E5ISTIVE1JL BARRIER 5/8" TYPE "X" DRYWALL METAL LATH E: I I/2'=I'-+a" FINISH WEATHER RESISTIVE W/tEXTURED a PAINTED WOOD SHEATHING " THICK, 3 GOAT CEMENT BARRIER 02 FINISH 4" POSITIV9 DRAIN 4' POSITIVE DRAIN DR,41NAGE PL,4NE (lURB PLASTER WEEP SG�ED P THICK, 3 GOAT CEMENT WEEP SCREED NOTE: � t VINYL CORNER BEAD PLASTER �lO E = # VINYL GORIER BEAD (SHOWN FORCLARIFICATIONOF t I /� I I I tI I t L�41'�R �, STUCCO �.U�-',4�� VINYL CASING BEAD NO GAP IN FIELD �E AL LATH; LA I 1 4 I O 5E PE1� f5C (SHOWN FOR CLARIFICATION OF VINYL CASINGS BEAD SEPARATE ACCE55ORIES ONLY R=103.6.1 / A5T1�1 C=847=09, M1N, 2.F7 L55. OR5 LA""I'ER 02 (1-ORTIF15ER — — — — — SEPARATE ACCESSORIES ONLY) P fiR SQ. �'�4fiRD (UTILITY OR NC 1�IN�4L BUILDING P,4PER) BALCONY DRIP BALCONY DRIP 0 EDGE INSTALLATION 11C EDGE INSTALLATION COLUMN LATI4 DOE5 NOT 1~I ET SPECIFIGATION5) METAL LATE SCALE: x x x (w/"L" FLASHING) scALE: NTs NOTE: CONSTRUCTION STUCCO WOOD SHEATHINGS NOTE: IF ZIP SHEAT ING St� IS IF ZIP SHEATHINGS SYSTEM IS INSTALLED, P EASE E INSTALLED, PLEASE SEE MANUFACTURERS WEATHER RESISTIVE WRB LAYER "l, MANUFACTURERS INSTALLATIO PROCE RES BARRIER "1 WCOD el4EATI4ING E-- /7 ' - 2X FRAMING MEMBER STUCCO WRAP SEI INSTALLATION PROCEDURES 3/4 RESILIEN WEATHER RESISTIVE HAT CHANNEL BARRIER 02 /" THICK, 3 COAT CEMENT WOOD SHEATHING 5ELF.ADHE51VE I=LA5kNG — / PLASTER WRB LAYER 02, FORTIFIBER l BUILDINGS PAPER, ; VINY ASING BEAD �' 3 GOAT CEMENT — — PLEAT / is' / CORNER BEAD WRB LAYER 01, ��. DRY.>..; — a FASTENED TO SHEATHING METAL LATH j STUCCO WRAP WALL METAL LATH /TE URED a PAINTED I WOOD 6HEATHING �" �' O.G. MAX. +- ' W O YII� PEATNINU aYai£M X-- X—,.X X—X—X�--X . 1 MANUP ecea THICK, 3 GOAT CEMENT '� WR8 LATER 02 FORTIFIBER " (INatAI.J�G� I'ER THICK, 3 GOAT CEMENT (2) 2x12 HEADER BUILDING PLASTER PLASTER PAPER \ I ; II i I � WRB LAYER "l, 6°SELF —ADHERING �� ; METAL LATH VINYL CORNER BEAD 4" POSITIVE DRAIN STUCCO WRAP FLASHING `� t WEEP SCREED X WOOD SHEATHING(EXPLODED $ THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIE1 D ; / I ' vlEw FOR PLASTER (SHOWN FOR CLARIFICATION OF j X DRIP CAP III 'I } CLARITY) SEPARATE: ACCESSORIES ONLY) , METAL LATH n, 11 D DRIP EDGE WR5 LAVER 02, FORTIFIBER\- INSTALLATION BUILDING PAPER WINDOW FLANGE NOTE: AD F AM E STU LAYER *9, IF ZIP 514E HINDS t5 EM 15 WOOD CON57RUGITON CORNER B E STUCC WRAP INSTALLED, PLEAS " S E MANUFACTU R5 WEATHER RESISTIVE WRB LAYER "2, FORTIFIBER BARRIEofINSTALLATI N PRO E URE5CORNER BEAD BUILDINGS PAPER :X WEATHER RESISTIVE — (FASTENER1 E SPACING -8 -V O.G-) ; r / r BARRIER "2 METAL LATH VINYL CASING BEAD _ I ' THICK, 3 GOAT CEMENT /\ PLASTER THICK, 3 COAT CEMENT ! f .... --".., r PLASTER 5/8' TYPE "X' DRYWALL METAL LATH W/TEXTURED a PAINTED 6 "SELF -ADHERING FINISH ek4l0 rstEM GI" 1U FLASHING I -I '- i C S dADltAf R A UF. SPECS.) r r ' THICK, 3 COAT CEMENT ; PLASTER � s/8" THICK, 3 COAT CEMENT VINYL CORNER BEAD I VINYL, c 4° DRIP CAP _1L PLASTER APPLIED W s1PTIsc EDVE IN D IRECTL r TO 1" IASONRI' WINDOW FLANGE VINYL CASINGS BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD � B LO C TK 15 B CASING BEAD � WINDOW 11EDRIP EDGE INSTALLATION (]FRAME, NO BAND A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U W 0. A ti A h EUDD=w a LOT: CREEKSIDE EXPRESS LOT #85 FM%CJMT# 04321.000 acCaEMA 4EBB "1828-CALI" G'AR,AOR 8WI NG: LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOR DA MAY 11 7/16 8CA11/4" V—Cl" 1 NOTE: ------------------ ------------ ------------------------ IF ZIP 5�-IEATHING SYSTEM 15 7YF- OAT CEMENT , - WOOD SHEATHING INSTALLED, PLEASE SEE i � SIN�a J` J✓ / � tHIG � g" THICK, 3 GOAT CEMENT PLA R MANUFACTURERS To TF_1M L t SEALANT PLASTER �. INSTALLATION PROCEDURES 1X TRIM MEMBER METAL LA � STUCCO TO WRB LAYER "I, LAYER "2, FORTIFIBER SIDING TRAN51TION STUCCO WRAP UILDINCs PAPER WOOD 514EAT4NG I � ° SIDING Wooa SHEATHINGm T WRB LAYER "2, FORTIFIBER 1 BUILDING PAPER WRB LATER #I, �-�" " ' `�� _ - °'� �°- °' , °^^ .°,�. .°^^°..�^.�^.� WINDOW RAMS r` ? STUCCO WRAP F----------------------- _ WRB LAYER *2, FORTIFIBER METAL LATHx —WRB L E "1, WRB LAYER "1, / BUILDING PAPER ° THICK, 3 COAT CEMENT ; WRB LAYER #2, FORTIFIBER st STUCCO WRAP PLASTER 3UILDING PAPER E-z BEAD VINYL CASING I (W/3/e FLEXIBLE PVC BACKER ROD) = CASING BEAD 100 . ,,.,,............. , ................ (o "SELF -ADHERING K; _ �.� METAL LATH FLASHING 6° SELF-ADHEREING i '` �.IEXPLODED -1I1 TNIGK, 3 COAT GEMENT FLASHING OR PEEL E STICK VINYAL ANGLED / \ VIEW FOR PLASTER w�\ WRB LAVER +�1, STUCCO WRAP, CASING BEAD i CLARITY) SIDING TO STUCCO � � � � WRAPPED AROUND FRAMING MEMBER CASING BEAD ! \ 18 6" SELF ADHESIVE FLASHING 'I DRIP GAP (CROSS SECTION) I WRB LAYER #I, - '� _ I WOOD SHEATHING I WINDOW FLANGE ,�` 2X FRAMING STUCCO WRAP MEMBER ' WOOD CONSTRUCTION DETAIL BELOW EXPLODED `. VINYAL ANGLED BEYOND ; \CArJING BEAD 1` WOOD SHEATHING \ - \ WEATHER RESISTIVE CLARITY WRB LAYER "2, FORTIFIBF-R ; ; ` BARRIER `-------------- ------------------------------- -------------------------- ---- _------ / BUILDING PAPER ' ; WEATHER RESISTIVE 4/ \``'-- I , BARRIER 02 j i ! I" X 7 Ya" LAP SIDING , METAL L\ATI I �l 6° SELF -ADHERING ------------------ ----------- --- ----------------------------- �. I /6' REVEAL r FLASHING 1 " THICK, 3 COAT GEMENf !' i PLASHING DHERING L f WEATHER RESISTIVE ' y�� T g" THICK, 3 COAT CEMENT PLASTER "y�' BARRIER h G.A�INC �A® PLASTER +\ __/�'� STARTER STRIP / \ \ - LBArHER RESISTIVE ; i� WINDGUJ METAL LATH ro "SELF -ADHERING \ ,/ ,, .j \ Ba�IER ►e r SEAT -ANT ` ii • DO NOT CAIl K I A i/� b' SELF-ADIRINCz FLASHING ;. ; �, sEaL OPENING 1 i FLASHING / GAL WS TAL ! z Y g�I METAL W AY R "2, FORTIF15ER j DRIP CAP ��., �� z H DO NOT CAULK OR D APER --''� 51MULATED I SEAL OPENING WINDOW FRXME / OD IM MEMBER D SHEATHING WINDOW FLANGE CASI CASING BEAD WIDOW \ r r / I X SIMULATED WOOD TRIM MEMEYER (FRAME, W/]BAND) y \ \ SEAL GAP W/CAULKING J I Q�`1 `✓ � / OR APPROVED SEALANT ; I STUCCO CASIM1W* f / SIDING TO STUCCO SAD WRB LAYER #1, \ STUCCO WRAP @) BLOCK TO FRAME I NOTE: TRANSITION WOOD 5I-IEATI-IING IF ZIP SHEATHING SYSTEM IS 1 {� \ i 1 c� 6" PEEL 4 STICK I INSTALLED PLEASE SEE I � � WIDE MANUFACTt 6RS OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE � I METAL LATH NOTE: / E-Z BEAD VINYL GA51NG METAL LATI-E: LATI4 TO BE PER FBG I 2X FRAMING \ (W/3/8" FLEXIBLE PVC; BACKER ROD) I R-103.6.1 / A5T1" I G-847-0e, MIN- 2.5 LBS• I, MEMBER r' WRB LAYER #1, PER 60. YARD (UTILITY OR NOMINAL \ •APPLY FULL BED OF SEALANT BETWEEN 5TU000 WRAP 1.000D SI �# ING FLANGE BUILDING WRAP LATN DOES NOT MEET SPEGIFIGATIONS) BUILPING WRAP BUIWfRBLDING PAPER RTIFIBER 1 -----_ ------------------------------------------------------------------------------------- j wooD CONSTRUCTION -------- ,- x! UJIR5 J� fR #1/ 44 BEYOND _ FLASHING LP HERINCs ! " WOOD SHEATHINy 5TU000 WIRAf= WEATHER RESISTIVE WEATHER RESISTIVET-ICK, 3 GOAT CEMENT g BARRIER "I ,/ \ IER " TO LAP WINDOW PLASTER ' WEATHER RESISTIVE / \ 6' M ABOVE TOP E n CASING II�j /� } p B�AWIERg "2 / Z' ASHING II 1 A x X I WF,5 LA� � Gr F0FT�FI5EIR kr,REVEALPSIDING / ATHEIR RESI5TIVE 16A .,DIN, Pa4P . FLA81-{ING DHERING ZI 1\ WEATHER RESISTIVE VINYL ANGLED 4„ BARRIER 02 CASING BEAD / �I \ / A I — ST STARTER STRIP \ � � GALV'D METAL VINYL CASING BEAD Do Not CAULK. OR 1 z" FLASHING �_ L - -1 T f C J/, 3 GC ^ T CE>IEN SEAL OPENING \ / SE NOT CAULK OR (EXPLODED 8 �f .rl� li 1s i SEAL OPENING �:- }� C� p GALY'D METAL— WEATHER RESISTIVE LEGEND VIEW FOR LA5TEfR Z' FLASHING $ARRIER "1 TO LAP I Ya' X ro' SIMULATED ( 61 MM. ABOVE TOP CLARITY) WOOD TRIM MEM R OF 'T° PLASHING Xi E-Z BEAD VINYL I Y<` X 6' 91MULATED DRAINAGE PLANE (WRB ' (W/9y' FLEXIBLE \ / WOOD TRIM MEMBER LAYER #1, 5TUCGO WRAP) BACKER ROD) \ / SELF-AOWERING FLASHINCsDHERING \ FLASHING WRB LAYER 0*2 (FORTIFIBER — — — EMENT PLASTER \\� OR GAP APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE ER RESISTIVE ARRIIR MARRIER METAL LATH X—X—X—X CASING� �I A D OP R A I S Ei D WEATHER RESISTIVE (W/ BEAD VINYL CASING BARRIER n BACKER ROD) PVC STUCCO A BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE �$ C FRAME TO FRAME BARRIER n o _ OR FOOD SITHING SYSTEM SCALE: 1 1/2 -1 -m TRANSITION (INSTALLED PER MANUF. SP'EGS.) 19B SELF-ADHESIVE FLASHING A R C H I T E C T 5 Nsii n Grow ,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrorup.com AA #: 0003325 N I +� w w F Q. r4 w a h A64 h q summv. a LOT: CREEKSIDE EXPRESS LOT #85 PROJI T# 04321.000 MODEM c 4EBB 131828—CALI" GARACIC S1►MG-. LEFT PAO& WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA y 11 1 /17 /16 =1'-0 `1 ko,, RAI A R C H I T E CUT AT MODIFIED 11, CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6 SEj-F-ADH FLING NAILING FL JArt" E%TEND FI I- L5ELOW I FLI=XIBLE D© NOT S rim 9 TEMPORARILY FOLD -UP i SEC HOUSEWRAP (O TUCK FLAP UND at HEAD FOLD I-IOUSEW IN AT JAMBS 4 SLOPE SILL F NSTALL 6' iELF-ADI-E :LASHING c elNYL HEAI :LASHING ( TAMS) NAIL 'LANGE EXTEND iELF-ADHE :LASHING I 3EYOND J, =LASHING NSTALL VII :AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN PANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE 1PPLY 4' NOM. :ONTINUOUS BEAD 7F SEALANT AT AMBS AND HEAD o. IPPLY TO BACK OF JINDOW NAILING LANGE IN LINE W) 'IGm-PUNCHED IOLES OR SLOTS. STEP 4 FOLD DOWN DIAGC ACRO' WINDO IDE ADdESIVE XIBLE FI-ASHINi vER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS AAT (FULL ARAP) a 5GALE: NT5 NOTE IF Z (F:=' e�4ATE IN 5�ST 15 IN5TA�� D, (LEASE 5ANUFACTUfREfR5 fN6TA LAT I ON INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERE WRITTEN INSTRUCTIONS Y NNE NG 71NT . IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS M SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2.INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS L1ARNING: SEALANTS MAY REACT ADVERSELY IF NOT :OMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING: CCMI=LETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING: NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT a 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abrdesigngroup.com AA #: 0003325 F W h W z In 0 F i 0. II U D3 A h A F h CREEKSIDE EXPRESS LOT #85 P1mojmT# 04321.000 i[ODEr" 4EBB "1828-CALI" GARAGE STMM: LEFT PAGM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ml 11 IV DAM 11/17/16 DCAX 1/4"=l'-0" 2xh SUB -BAND W/I 11x4" NOTCH -s END, WRAPPED IN PEEL 4 5TICK DRIP EDGE -1/5TEXTURED FINISH 6 WOOD 5/8" TEXTURED FINISH 'a CMU METAL FA I\ I\ I\ I\ I \ ! \ 2X6 SUB E I \ METAL FASCIA \ WRAP Ys" FROM \\ STUCCO, I" FROM \ WOOD WALL \ ` \ ` A EXTERIOR WALL (FRA" IE OR CMU) \ All A NOTE No-rc; 4 FOR 2X(o \ SUB BAND ONLY \ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) 3-GOAT PLASTER 2x& SUB -BAND W/I"x4" NOTCH 'a END, WRAPPED IN PEEL 4 5TICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL �/8" tEXtUREP FINISH o WOOD METAL LATH WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER 112, PORTIFIBER BUILDING PAPER ROOF-ING CEMENT DRIP EC)GE METAL KICK OUT NOTE: IF ZIP &-IEATHING PLEASE SEE MAW 'ROGEDURE5 44 4~1111 - PRE-ENG'D TRU55 TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" 5C,455ED TO TRUSS W/126 NAILS w"-8" O.C. MAX. 2x SUB -BAND WAYx4" NOTCH -8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL WALL W./KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.IV4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/iY1lx4" NOTCH -a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S � Desi n 1 ob lnc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrot4p.com AA #: 0003325 ON x w w b F 0. O C4 A F eVBDIY. to LOT: CREEKSIDE EXPRESS LOT #85 PROMMTIP 04321.000 �oaEL: 4EBB "1828—CALI" GARAGE 8VMG: LEFT Pw4E: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLOFVDA MAY 11 2011 aw f/17/16 sCAL 1/40'=1'-0" mim (ALTESNATE I— � LOCATION)l r HE t -------------------------------� I I I I I I I. I I I I I I I f I I I OPT. OWNER'S BATH ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — I I CALI EQUIPMENT SCHEDULE 3 TON MFG CARRIER C.U. 25HBC536A A.H.0 FV4CNB006 HEAT 5KW SEER 15.5 SEER TOTALCAP 33400 ELECTRIC 3b8/230/1PH I BRKR C.U.35 A.H.0 35 REF LINES 3/4" & 3/8" I i i I I I I I i i / I OPT. LARGE LIVING ROOM F W V W Fy. w W Q I 4 I ti ti sVBDIV. 8e LOT: PROJECT# MODEL 4EBB "1828— CALI" GARAGE s WlNG: LEFT PAGE: H VAC LAYOUT PLAN DAR ET 09/07/16 SCALE: 1/4"=11- 0" i