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Home My WebLink Aboutbuidling permit• STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) 1oALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH •BASIC WIND SPEED *EXPOSURE *I -STORY RESIDENCE •2-STORY RESIDENCE /��/'flil b T�)JI^^��A I/ I9 rV � L1 � �2J' llL � 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES � SQ.FT. CALC.'S I IST FLR LIVING 933 50. rT. BLVD. 2ND SLR. LIVING 1331 5Q. FT, TOTAL LIVINCs 2264 50. FT. GARAGE 436 5Q, FT. FORC,H 110 5Q. FT. LANAI 50 5Q. F:T. TOTAL 25eO 5Q. rT. A/C VOLUME IW55.4 ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUX. LUMINOUS AN. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE Mm. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD in. MOUNTED CL CENTER LINE MM. 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 PLT• ATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM, ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DT DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT• sty ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST sm. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN, FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOIAD CORE R. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR, GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL, T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL DUtUpTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS �[NDEX OF DRAWINGS REV. DATE DESCRIPTION SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANYCORRECTIONS PG 1 -FOUNDATION PLAN REQUIRED BY FIELD INSPECTORS THAT PG 1A-DOWEL PLAN FIRST FLOOR MAY ES �ppN ORDER To �i PG 1B-LINTEL SCHEDULE FIRST FLO01OMPLYW T PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4C-ELEVATIONS PG 5C-ELEVATIONS ALL ,titMUF PG 4C.1-WALL ASSEMBLY UFAct�ea�iuDSH�1.M Na PG 5C.1-WALL ASSEMBLY aEr�o�ENERO arN� PG 6-FLOOR FRAMING PLAN UAMLJAI OOYcooemust ORSAfM PG 7-ROOF FRAMING PLANMNDoWS PG 8- FIRST FLOOR ELECTRICAL PLAN APppOVEo PG 9- SECOND FLOOR ELECTRICAL PLAN PG Dl-FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & DETAILS PG D3-2-STORY WALL SECTIONS CONCEALED FASTENERS OR ATTACHMENTS PG D4-MISC. DETAILS ARE THE RESPONSIBILITY OF THE PG D5-PRODUCT APPROVAL CONTRACTOR OF RECORD PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS TERMITE 1REATN1EiJi'rt PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS St L,CCIF CO! NY BT a C Tlcncinx R FV I E N ED FOR COMPLIANCE RiAlin"IEDBY B Ia:4TE Bd riLAN i AND ERJIIT MUST BE KEPT ON JOB ON' NO INSPECTION WJLL BE MADE. A R C N IT EC T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h U � W � O � U F 4 a z a m F F I SUBDI7. a r oT: CREEKSIDE LOT #113 p 04�321.113 iWLODS.i� 4EFB "FLORA" APtAGE SWngG: RIGHT IPAIQ30: COVER PAGE MELBOURNE 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA SEP a 6 04/06/17 91CALM 1/4"=1'-O" C l ACTION 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 EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 '* I. `MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) �h91�1�7 • �IZ�;T�Ir�1I_1 I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 085 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND §AFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICA,Z, DETAILED. 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 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 V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 'h -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 %rINCH 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. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/<" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED '/" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. INl7uvCCRCU VVUUU AJJUGIAI IUN : I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE 42 (SYP 42) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 6. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE 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. 6. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED '/" 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 C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 3. CASIN OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, THE ANSUTPI 1-2007 NATIONAL DESIGN STANDARD FOR MET AL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL 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 '/ INCH AND NOT MORE THAN 3/< INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 17 THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 10, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.12.OF THE FBCR 5TH EDITION (2014). 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, 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 16. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION-R302.12. OF THE FBCR 5TH EDITION (2014), 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING REINFORCING STEEL I, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4: SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WIAX W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS 5 RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE 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 CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. I. #5, W31 OR D31 AND SMALLER 2" 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ASTM-C1063-12a. I. #11 AND SMALLER 3/," 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT D. BEAMS, COLUMNS: /4 LIMITED TO: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS APPROVAL OF THE ARCHITECT. CASING BEAD DETAILS DRIP EDGE DETAILS TIMBER CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW G DETAILS STUCCO TO SIDING TRANSITION DETAILS 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: WINDOW FLASHING DETAILS AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.6.1 OF THE FBCR 5TH EDITION (2014) OTHERWISE. B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2-STORY GYPSUM BOARD I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION UNDER STAIR PROTECTION: 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. C. SOUTHERN PINE INSPECTION BUREAU. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE I. STANDARD GRADING RULES FDR SOUTHERN PINE LUMBER ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE D. TRUSS PLATE INSTITUTE: NEAREST EDGE OF THE FOOTING. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) CONTROL DATE: 02/08/17 R. A R C N I T E C T: 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 WVfW-abde5Igngroap.com AA #: 0003325 rq cl rqw 0 4 4 F CREEKSIDE LOT #113 PROJ�CT>,� 04321,113 Ewa 4EFB "FLORA" aARw�a� ewu�a: RIGHT PALM GENERAL NOTES 160 MPH EXP. C ARCHITECT. STATE OF F-LOFVDA DATS� 04/06/17 SCAUD 1/4"=1'-0" G A R C H I T E C T S 24'X24"XI2" CONC. - PAD W/3-S BARS E.W. ON CHAIRS MIN. 3" COVER (2 TrP.) _ 4' CONC. EX10 END OF PVC. SLAB 4 CI..SE UP 12' ABOVE CONC, PAD 3 _ 411 4 SLAB DI `� DI 13 `'4 JGOND.� B _,,-31/2" I tYP. 10 10 ExrEND DI -- — 1 E SLAB I Ir2' `-1 4" PVC �111 I DI IN. CONC. S_AB CI 4ASE 1�r---{{{I ��■ 1 tYP. 1" PVC C4-AS= (r11 1j1 `III 1 ri` FOR ELEC. 30' -1? ISLAND r- ..G -G c/ -w C!-=Y. FIN. CONC. SLAB G � - ■ 2%0 W L ., kpp�pp1 DI SINiG� ■ 12'-4" ■ `n 4 w _SLAB I I/2" F 5TUB UP 1 11 0 2ND FL 13 _Ql 11 ' 11 I I /! ill I I 41 EXTEND —_ SLAB 1 1/2' —----_-- -- 41IPVC CHASE ■ 3'-4 *3 1/2' 4 It \—24'X24'X12' CONC. PAD W/3-05 BARS E.W. ON CHAIRS r1IN. 3" COVER (3 TYP.) 10: 7'-3" I—4 ` BOLLARD — AS REQ. PER BLDCx. CODE 30'X30'XI2" CONC. PAP W/3-"5 BARS E.W. ON CHAIRS MIN. 3' COVER iv � u 1 � O SA � DI 2'-S" 39' - 01 FOUNDATION PLAN NOTE: -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -FLOOR ELEVATION5 AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R311.3.! OF THE FBCR 5TH EDITION (2014) HB ■ EW 2'-511 ■ 2" VTR 1 1/2I 4 1/2 11 1 1/2 �\ 2" VTR II I LAV. LAV. LAV. AV. I 1�-+I/211 II q 11 I I IIMn/'Z II I SHWR I I I/2 II WC WASHER LUC TUB 311� 11 �w 2 2211 -I R 311 KITCHEN /� SINK W/ C4 1/211 AUTO V EN T 211-C ,,,--41/211 3 LAY CO TO v MAIN PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 SHT MTL SCREWS SIMPSON WE, ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ (2)-3/16"X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ■ 12' FROM STRUCTURE L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 U 0 F 4 U A E A x 7 STATE of FU611DA I 11 rr0Lqwwq'K -I n04/06/17 9CAZJb 1/4"=1'-0" A R C M I T E C T S /ues�gn yins. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ems, W h W U w O C~v 4 U y A F A E: ti e V xv. CREEKSIDE LOT #113 FMOJZ=Tfp 04321.113 scow= 4EFB "FLORA" aw 'aa� sue: RIGHT PAaMk DOWEL PLAN Lt6MPH EXP. C ARC HTECT- STATE OF FLORFDA DATIM 04/06/17 DCALM 1/4"=1'-0" SPIMUT L I A 14. A R C M 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 F W V W O F U h C F A F; 8 VBcoIY: a LOT: CREEKSIDE LOT #113 FrMJSCT# 04321.113 MOD= 4EFB "FLORA" GARAOR ai►anal: RIGHT PAOM LINTEL SCHEDULE 160 MPH EXP. C ARCF TECT- STATE OF FLORDA F' gpq+$:, 04/06/17 BCALM 1/4"-1'-0" cy 39' -811 71 v 10'-0" 12'-8° '• 11'-8' 9'-4' 6'-0" w , 6 "X6 =.T. POST l2 1T A NAI of Q �, j 8'-8n GLCs i I I COND. I I (2) 3052-SH I 6068 SCs.D. I 3052-SH v' n 1 -4 2S'-1(d' v 2'-O' 7-2- La I PROVIDE b24 DSL STUD I I Q EA. END A 1 KKNNEEWALL ;� KTHEN 0 ROOM @ II 6-5' CLG.— `� I sb36 I _ I b48 I DBL r OPT iff n STUD I1 0, REF Fa'- I;-2" -4'-lO' 2'-O' D5L ` N 42' H. NA1 STUD WALL W/ _1 p m CAP p 9 P5L ail I I I I I I I I STOR. J-EEAN m STUD I nIL SLOPED ,n Y, LBW c I I I I I I I I cLG_ 2Xfo WALL - ro U U WC. 3-SH c _g V. LBW 0 IN D5L StAIR DATA WH. W5 `r OSTUD 16 RISERS e+ 1.54' U 15 TREADS m 10' IED. FOYER SINK ? +I" NOSING $'-8' cL� 8 5 I14 Mt :X BOLLARD s -- AS REQ. l PER BLDG. 306ll/— 3052-SH 36"XIO"ZANS. CODE GARAGE PORCH 6'-8' CLG- OLK. COLUMNS TO (3 TYP.) ,_mll ,I FIST FLOOR PLAN NOTE: -2-8 L, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID pOORRETURN PLENUM AND RETURN AIR GRILLE. - VER%ONDENSER PAD LOCATION WITH SITE PLAN. - FROIOOR ASSEMBLY TO 5E THERMA-TRU FI5ERGLAS5 DOOR W/ TRAN:(SINGLE ASSEMBLY) - 20 1`IRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIP W/ SELF-CLOSINCs DEVICE (R302.5.1) F5CR 5TH ED. (2014). EXTERIOR MASONRY WALL 51;Cs. HEIGHTS BRCS. LOAD 5I.Cs. WALL COY KWK AND CLADDING WIND LOADS BW WINO EXFOS M FOR 3 SECOND GM OPEC SOUNE ZONE 1W MPH WIND (Volt) REMAPoG3 AND TYPE FOOTAGE MIN. WINDOW 10 5 3'1/-49 CRITERIA EXTERIOR SWING 16 5 36/-4-t DR. MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA Ifo070 O.H.D. 112 5 31.0/-348 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 7 N PSL. TOP PLATE r BAR DETAIL � SCALE: I/2"=1'-0" U 1 GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN � CATAGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE 5ARRIER UNDERTLAYMENT REQUIRED" FLOOD HAZARDS s AIR FREEZINC% INDEX ` MEAN ANUAL TEMP! SPEED (MPH) TOPOGRAPHIC EFFECTS`` WEATHERINGz° FROST LINE DEPTH b TERMITE` NA 160 C NA NEGLIGA5LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH r-5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 A R C 8 IT E C T S 6 DesnGrouoin . .1 N. RONALD REAGAN BT LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w ti w U � w � x U o 'V 4 z Q VU] r F c a I HUDDIP. ae LOT: CREEKSIDE LOT #113 Pino"=T# 04321.113 moDzme. 4EFB "FLORA" GARAQIE SWUM: RIGHT PAIN& FIRST FLOOR PLAN MELBOURNE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AA7W 04/06/17 DCAkXo. 1/4"—l'—O" 1 9i3'zT 2 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL ® 36' HANDRAIL a 36' W/ 2X4 IRE -INFOR NOTIZ-: HANDRAILS SHALL HAVE EITHER A CIRCULAR r✓ROSS SECTION WITH A DIAMTETER OF 1 3/4."± 2" OR A NONCIRCUL]=R CROSS SI=CTION WITH A FIERIMI=TER DIMENSION OF AT LEAST 4" 5U7 NOT MORE THAN 6 114" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114". EDCz1=S SHALL HAVE A MINIMUM RADIUS OF 1/8" @HAy- DRAIL DETAIL SCALE: 3/4 ° - I' - O" 6 (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4" SUB FLOOR MATERIAL RIPS FOR SOLID NAILIkv:-s SECURE TREADS TO STRINGER r 3/4' TtG SU5 FLOOR WK3)"8 3' SCREWS EA GLUED i SCREWED STRINGED. UNTHREADED SHANK PER FASTENER TO EXTEFyD BEYOND THICKNESS SCHEDULE OF SUII SHEATHING FIRE -511 FLR.TRUSSES -q LLII wU 42' H. 1/2 Z Q3/4' KICK WALL W/ 1 " Ax F`LATE IT DATA: GAP f� LL N05 11 E I6R a -1.54° d MIN 15 TREADS ® NOT 10'+ I" NOSING STAIRS RISERS TO CONFORM TO l 5TH EDITION (2014)_ MIN. TREAD=10' MAX RISERml 3/4' 3/I6' MAX. VARIATION IN O RISERSIiFEADS ADJACENT TO EACH OTHER g 3/811 MAX vARIATION IN ANY RISERIPREAD HANDRAIL CIRCULAR CROSS SECTION PIA. / TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. V WIDE • i' NARROW END MIN. 11" WIDTH m 12' FROMp 2X12 TREAD NARROW END 34" MIN, HANDRAIL HGT. Q CUT TO FIT / 3-2x12 51 STRINGER C REINFORCED W/I SFr- _ / —2 X 4 RE-INFORCING SU5-FLOOR ADHESIVE / o EA. 2 X 12 STRINGER PL-400 OR SIMILAR • SECURE Ll W-8' O.G. EA HORIZONTAL RUN / 0'-0" PIN. PLR. 2X4 ATTACHED W/ 10d S� R INTRO SLA5 WITHIN 8' STAIR SECTION OF EACH END, 32' O.G. MAX A eca E: vr.r_w 12'-f�° ,2'--„ - 2'-411 III -call 3052-SH 3052-SH 3052-SH EGRESS EGRESS EGRESS STUD . I cq STUDS = ,x l �-4" \ r Lj I CHASE LOFT I BDRM. 2 8'-0" GLG. s'-0' CLG. BDRM. ca CLG. .� CHASE 42" H. HALF 3-SH WALL W/ GAP —Ik STAIR DATA 16 RISERS 0 -1.54" i 15 TREADS g 10° G" �+1" NOSING III_ C... V. � 36"x 0" IR-ISH _ ol— SHW PAN Q U 3 2AT C j E) ACCESS W.I.0 OPt.I li tu5/ � j ti BATH - OPT.I 13 ON SHWR I 8'-0" CLG. L _W. -1 CLG. $ 9J J(ro DB1- 3052-51-4 C. BATH stop TEMP. 3052-SH EGRESS 39'-8° OWNER'S SUITE s'-011 CLG. m SECOND FLOOR PLAN NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 3052-SH EGRESS �e A R C N I T E C T S Oruro uq nc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U w 0 F W A F A L KSIDE#1131.113FBORA" 9WEK0.- HT SECOND FLOOR PLAN 160 MPH EXP. C ARCFMTECT: STATE OF FLOF#DA j£i' i- 6Y i' i f A�04/06/17 CA Ah 1/4"=1'-0" �.0 k IRCHITECT5 e IL SCALE: 1/2" = I'-0" 7/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPWVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE \ FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER "15 — F;r=LT PAPER ON 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE LOU-26 2x6 RAFrtERS �.._ LUS26 W/ (4) 10d'e TO LEDGER AND (2) 10d'® TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" _-- THREADED ROD 24' O.C. % MAX. SET IN SIMPSON WOI.4 STRENGTI-I EXPDXY 6' MIN EMBED. i 1/27HICK, 2 COAT CEMENT—' PLASTER APPLIED DIRECTLY TO MASONRY 2xb LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER o 24' C.C. MAX S.0 .D. SCALE= 1/2' = 1'-0' SWING ROOF 18'-0 3/4' 2ND FLR BRG. HGT. 1=YPON 16'X48' DECORATIVE 51-4UTTER OR EQUIVALENT 10'-0 3/4' 2ND FIN. FLRL� 6-8' 5Ws. W-xT. 0) 4" RAISED BAND (T'rF.) 0'-0' FIN.I=LR. L — 18'-0 3/4" 2ND FLR 51?3. H4GT. Im 10-0 3/4' 2ND FIN. FLR 8'-8' Sw-S. NGT. 0'-0" FIN. FLR. L — I —_ — TEXTURED FIN15H OFF RIDGE VENT OEM +/-25'-3 I/4' 5RG. HGT. DECORATIVE 12 DRAIN TILES �6 -0 3/4' 2ND FLIP, `I- �YPON 18"x&2' DECORATIVE 5I-4UTTER OR EQUIVALENT r N 10'-0 3/4' 2ND FIN. PLR. oLa'-a" BRG. P.GT. II�I_I�I_I�I_I�II OFF RIDGE VENT TEXTURED FINISH I I I �—OF"T. COACI-4 _T �I LIG t NGT. FLR 10'-0 3/4" 2ND FIN. FLR \ 8RG. HCxT. 0'-0" FIN. FLR AREA OF ATTIC = 1479 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1479 /300 = 4.93 VENTILATION AREA X SQ. INCHES PER FT. (144) = 709.92 SQ. IN. MIN, REQUIRED VENTILATION = .5X 709.92 IN UPPER PORTION OF ATTIC - 354.96 SQ. IN. OFF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT 354.96 /115 TOTAL## OF VENTS REQUIRED = 3.08661 TOTAL i# OF VENTS PROVI DED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) Desin Group► Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w 0 0. U W A F a x L SIDE#113.113 RA" Im GARAGE SWINO: HT FRONT & REAR ELEVATIONS 160 MPH EXP. C ARCHTE-CT STATE CIF FLCRIDA & �j nATjL. 04/06/17 8CA M 1/4"=1'-0" 1 A R C H IT E C T S 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U Qq O E g A F A Cv M. a. LOT: CREEKSIDE LOT #113 PMJIRM# 04321.113 Moan 4EFB "FLORA" GARAGE 8WIRG: RIGHT PAG8'M: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C DAM04/06/17 SCAM 1/4"=1'-0" 54 ■ 14 W1 Ty. 14B WA3 T, 14A WA- TYP 14E WA' TYP. F'7 F J 11 ITRONT ELEVATION .-6' 5UTTEWLY METAL LATH a WINDOW GOFZ IERS REAR ELElVATI0N 0-6' 5UTTERFLY METAL LATH a WINDOW COIRN;=ft SHE,47HING TO LAP PRAME TO GA5LE CONNECTION 120 1"((N 0 NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T$ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 F Ww h U W 4 O F tj h A F A C: avearir. e� LOT: CREEKSIDE LOT #113 FMD04321.113 moan 4EI "FLORA" awRwaa awnKa: RIGHT PAO& WALL ASSEMBLY 160 MPH EXP. C ARCF-RTECT- STATE OF FLONDA 15 RIGHT ELEVATION LEFT ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W a U O F U r49 C F A Sum CREEKSIDE LOT #113 PMJM CT# 04321.113 bcoa� 4EFB "FLORA" GARAGR ®wnia: RIGHT PAZ&- WALL ASSEMBLY 160 MPH EXP. C nATI-6 04/06/17 t9CALM 1/4"-1'-0" CONNECTOR SCHEDULE wmTwL DAM 00DM SIMPSON DES. UPLIFT GRAVITYUPLIFT GRAVITY FASTENER META-16 14" W0 (0) Wd x I V2' -PLT. (6)16d 2-PLY, WOM (10) Wd X I IO• - NO 16d OPMOW (])META-li P,P! r20 2sO0 (W) Wd x 1 IA' I -Mr, (UO%!ID) Wd x 1 VP) ]0T0 lI41 lid 7-PLT eUsl% NO 16d OprION) HWA-W O60 IO'ID (W Wd x I Ld' I-M1T, (W 16d 2-PI.Y UMR (ID) Old x I A', NO lid OPTION cr HETA-20 m IOtO (W Wd x 1 la' I-M-Y, (8) 06 2-M-Y UOP. (10) Od x I V2', NO " OPTION (2) HErA.20 W 14TA-20 JIM CWV Wd x I IO' I -PLY UBP, f10) I" x I VP '� (0)16d 2-M-T (OOP. NO 16d OPTION) Z 0 (/) LOr-2 200 LVOTa Ow n) - VW x 2 1/4' TITEN, 2 (619% CLK (D) V4' EOs, III= (0) IOd METAL-20 2400 C44TA-20 2430 (Is)-10d x 114, 1 MY Mat 3"0 MOOT 41-S !V 6/v ATR N 404 OTRIE?4N EFOM' elRM O' E3'IeED). (2]) IOd TO WOOD eMN eW IOd ro lACM) HOT-2 . 10°J/0 HNW_2 41aO (T13J4' ATR M HIW 81IEENOTi EPDXY (MIN O' PSREoI, lli)10d M WOW (NOR WOOD (W Kd) HOT-3 . WSW "W-3 OOiO (2) W4' A.M. N W1044 OTRENGlU EPDXY fMOL O' W-MO), (IO) IOd TO WOOD 4&R WOOD (0) Wd) LOT3-ecmb s2A LIAT-9 3110 (12)WO W'x8' M OI WM (4) 316' x O' TMIN HD TO WALL fUeR GONG. f4J 3.0' X D' uE00E pOLr, YCW f0) YO]OJ LTA2 EEO PARALLEL M PER'ENDI WALL TO WALL OAR M LPTA Do (10) IOd x 1-14' (USP, (10) IOd x 1 IA' Nir 4bW NO UeP CONVEI®ION FOR an -rem Wr !V 0/0 ATR N H414 OTI "4N R-MY (11N. O' E HIM), (16 -W& 1/4-W TO WOW (2) VW 11b NO LIMP OONVc1111IION FOR O1MI°OGrN e2) NOT) (2) "' AM IN HIGH 6170ENW14 EPDXi(MEL 12' a151M), (32)-WO VWXV / 2 PLY MrbO 1000 t-mw O 100 (IH Ift x I VA' MIX% (14) 10d x I IA', (K) Wd) HTO-W ODO HPW H. a" (16) km x I la. eYOx, (16) 10d x 1 V2', (0)10d) 14110-20 14M H1W 20 030 (W Wd x 1 IR' (UDR (24) Wd x 1 14', 00) Wd) HTG-24 X60 HTW 24 OW (24) 0d x 1 14' (UDR (24) Wd x I V2% (20) l d) N a- LGTA-12 w 129, LOTA O 1!30 (UP) Wd u0R (10) IOd LOTA-18 w O3b MA 0 1236 (14) led UOR (14) Wd MbtA-0 w O10 MOTA-0 Do !I4)10d usp, (I4) Wd MWA-24 « 040 MWA-24 *40 (0)10d UOR 000 Wd MOM-30 w 20M MOTA-30 MOOD (22) Wd 1,18P, (M)1 d MOTA-36 w 2000 MOTA-36 206E r261 Wd U0R (26) I00 M6T1-36 3O100 KOTI Mai Jew (m) IOd x I V2' UNP [36) Wd x 1 VY N MOO-46 so" KM 240 0140 (40) Wd x I IO' UeR (48) 0d x 1 1n' FI6 wo LMA 6 120 (1) Od M MA1E8, (0) Od M 6IUD6 (610 , (16) Od x I N', (W ad) OPd 816 OPT 4 so (6) Wd x I IA• TO STUDS IIOP. W Wd x 1 VA' TO OTUos A94 3% Mp 34 300 !4) 06 x 1 I!T TO BEM, (4) Sd x 1 VP TO MOOT. UOp. (4) Od x I W TO O'EAM, (4) Od x 1 W tO PN t Hcm 60 MCP 2 am (0) lad x 1 IO' UOR (10) Wd • 1 In' TO TROD. (le) IOd x 1 IA' M PLATE HW1A 1140 Rr 1" 0110 (0) lod x 1112• UOR (1) 10d x 1191 TO tiilOO, (W Wd X 1 101 W MATE WT 4 HDU4 4040 MID 4A 020 (16 -wo 1/4'xe' TO WOOD, (I11!1)-076 W'x2 V2' W r14111MADE2 RW, 0) N1 PLY Lem ", AIR MIN. T MINIM %mr 6l =4 OTF*F IQTH ErMr, e10) WOO WOW SCIRVA WT 4 H710 48(0 TDX le WM40 (0)-Wb I14'xb' TO Ul OD, /3 -WW OW 001-M W TWMADED III=. 0) NUMAIWAWMWn _Y W-. 1W ATM MN. T IEMEED OET N HqH GTIRW43TH EPDXY !4)1/0' ApU 44X 22M 66. PAAI 44 203b Otto el)WW ATR N 404 OifENO1H ImoIIt , (MT 511"J 6l GOV— (0) 0d W WWD 1101% Go"M OrPOON AENI Z 2300 O6i0 PAJ 66 2380 000D (U W W ATR N 4OH OT1WC' WW EPDXY, (MIX T W-MMDJ N 00Nr— f12J6d TO WWD LIM ews AD OMPOON N w 0 Z U Z Q LrrO +++ 040 LT8 it m el) 30W AM N WON W1119SWU EPDXY, fMN T EmEDJ N CCMG. (020d M W10= WIN 44ME AS el'A°OON Ltt]00 w. am LTG 200 Iu60 ) VP ATR N HIGH rFW<fIH EIRMY. (MN. T EMIEDJ N CONC (*Md TO WOW UOR 3/4' ATR MN T 811= OET N HIOH OTRIENOTH EPDXY, (W)10d, (10) I6d x 110', 2-W Htt4 4400 HTide 4" ell DowATR N L110/1 Oi119'IaFH PPW(Y fMN'L 1' EpEDJ M COINC t0)!OM X I la' (LW-, (2D] MO k ]-V)') (1) WAS MCI NAIL OPTON& f30) Wd, (M) Wd x 1-14, (]O)16d x 2 W HTTs OO'JO H4"4s sO20s lV NW ArA N 404 WrPM4f TW EPDXT (MN. TO -OW.) 0 N CONC- (26) d X 2 IR') ' (UW, (26) 0d X 2-IA U0x NAO M M NAL O TIO f28) IOd, (2N 0d x 1-V)', []O)16d x 2 0' HNOO11-ape 2b. 1Um UPFVD II I4s9D (U 1` ATR N HWH BTRON01)N EMOXT. fl'1N W 0'�J IN OOIIG. (24) BOBXr' x 2RP WOW efaBlD (4IBn (24)1!3 WOW W."a ) HDIp 6646 1Ox W 70140 (ow AG IN HGH OTwwu EPown (MN. 1' E omi N CONL. (3) N4• srUo wo-Ts TO WOW AAA% (4) T/O' OGLT) N Q LdHUOC(O Z ,Q MO!" 3b6AI2b 34Tb D330 NN1sbx0U 2060 T130 BMPSOi (V 3/4' ATR 614w s111@ION EPOOM mx 0.10' EIE✓9MRNr) OI C IL, TOP, WWI ATR N HW14 6T1�]'161Y! EPIOIA, (MN 6.Tb' 01W.0r NTI N CM 1L FACE. W0d TO WA-f 610% N W' J-DMT W 111STV1 b° 13'0E0. 4 NOT LEOO TAN 4' PRIM EDGE GP LONG W W PIA ITW Faw-wrolcowAD PT OCLT &-=W AMC4IOR OR EG W MN, S' £BRED =RP A'AT,ALIE.O IN 11NE PACE: (WOOD) 3630 HU8412 F 3p0 FU (M) lid M HEADER !10) lid TO WOW UOR OA'IE M BMFGON 320s fRGOFI � / HIIG410 [GM11) WOD 49O HOMY P IIOD DODO (W V ' x 2-5W TME3N fS R TO CM (10 M WOW. NOR (W V ' x 3• WOO 8CF00. (W) W! TO WOM WP (]W 3/R' TATER., fWJ Ifti M WOW = HIIC]WI-0 (O'N) ow 0 HOMIOaIP 000 bow (0) V4' x 2-W4' TM N f2 PER KANOE) M a%(0) IOd M UpOrJ, (UDR eW 1/4' x S' W O OgEYe. NO) I0d M WD=. IAP f20) 3110' tAPPER., W Wd TO WOOD HYC210-9 (CMI) 1800 0006 HD210-3A' 000 DODO eW Va x 2-3/4 T r8 PER TLANLA) M a%M) Will M WOCO, VV x T W0 10) led M WOW. ueP Ml W0' TAPPER., (WJ IOd M W= LaWn]6-M-SW 1490 bbeb LrWMO6-T 70b 6O6b (4) NO' x 4' TTEN HD dNO101®(M FEE RN'WE) M eMW (4) V4' X ] 10' eOe 6GIrEa1G M U!')OD. 4• +woopecFams H04 OTR742T 4 EPDXY • ONpNTN 'BET EPDXY -TES'. CONTACT THE ARGHrlr1-rA NON MR OF M0000 POE I1IWTTM APPROVAL FRIOR M NAWITUTs1O FOR OrM LAN EPDXY MWD=M OR UOP - CIA ADHESIVE ANOHORNO OTOTER &WPM AICHOR EMOEDMENT 16 cooW8R THAN T omp. THE VERrIGAL DELL N (:ILL WALL Must ME PILLED SOLO a OF=Ut. led C IM MON NALO CAl W SAIII UTED WTH Wd x 1 VA' NALs N Ca NOTION WrTH A 231A RE4TIC11 K THE ALLMMLE LOAD. WWMNI APP A- "W1 T-E A1=4-- Mr W WE WIIEED POR TWO APPLICATICN PIWOR TO NVA L ATIWL $n .H MINIMUM E10ED11ENT INTO THE TOP M A OONIPMAM WILL ME 0', MINrW EMIpEDME T NM THE POWDATICTN WM1 IOE T' LEI $— AM • A-30T ALL. T1IRO4D RW (GI2E. "W TEGTION TYPE. J NW14, ETD. VARIED) Z WCAM O' 744E IODE VA®MY CP MATEIWALO, LOCATION/, AND CONDITIONS 114AT MAY AiM= COIBNEOTO®, T$ CONTRACTOR MOT ME RMVIIIMOLE PM MAXM OURS THAT THE PR'M^ER COR111NON F1w0rF=l4N Is us=. W41X UONO eTANL.M OTEEL G(W'NEWORO, USE OTANLEes SIM r WIENNO WIEN UOINO M-IAC / WM OALVANIMP GAW=01418, UOE PAYV4M GALVANIZED PER AOTM-AIDS USE Cr DrANNON ANOHORB WILL W EVALUATED ON AN NDIVIDUAL OASW AND MAIOT HAVE UMWMF-I'L APPIW)VA_ PROM hE ARCil1EGT/NiWNEER CF IEECOIED HWOR TO LIM Al CORNliiR VA-UE6 EIAOFD ON OMPOON %MD= CO017f)CiION canNECTORO G-CWN' , %WW WND-WOISTANT CCN6T =l0N F-e-HC,R.d016, AND ANCNOIENO 4 PAOTENNO SYGM!" FOR COKCROFM N MWGNRY CATALOG C-046-200 A U" VRJO RAL CaVIMMI@f 2010a00. HEADER SPAN CHART SINGLE 5TORr APPLICATION SITE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL. 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-411 TO 7'-0" 1'-0' TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-01, 5'-O' TO 6'-4" 6'-4' TO 8"-011 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" t0 8' 0' LNG O. 4'-11 1/2' 7'-II I/2' AND UP ► UMBER OF HEADER STUDS SUPPORTNG END OF HEADER 1 2 3 NUMBER OF TALL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2 x 12 (02 SOP) �/16" OSB NAiL (3) 12d -0 6'-8' O.G. TYP. 2x12 BM./HDR. r FiRE DRAFT STOP 3/4" SUB FLOOR 2X4 MAILER PRE-ENG FOR DRAFT FLIP, TRUSS STOP ELEV. VIEW PRE-ENG.PLR TRUSS 3/4" PLYWOOD DRAFT STOP 1 PRE-ENG.FLR. TRUSS 2X4 NAILER F DRAFT STOP 3/4" PLYWOO[ DRAFT STOP PLAN VIEW DRAFT STO DETAILS N$ '^ NN k➢ 3 €PT5,N � $ N$ &➢ Rf tt Y N➢ N8 t1 s€ $" 1Q$ ➢ Is pN Nk a it !' E 4➢ (2) 2XI2 BM. TO (oX6, POST (2) MSTA-24 t (1) HTS-16 POST TO SLAB A5U66 (TYP. 2) C- �(z) 2xF2 BMBJIL f� L�q EJ3L G��v •L02 N ' 0 — X HUG-410 _Q ol ➢aa7 pp$ iN 'R Y� II zI pSl gg$ �g 's FT3 ,i &# ➢s ➢1 1 i$ a dFT2 p p of U $$. d: P rk �. rl ➢$ � N � . g 3 $, °€ II " l2) 2x12 HDR k n MIN. 3" BEARING DBL r ( I I LL ON EA. SIDE STUD H '; $ ➢ #➢ 'L 5€ (2) 2Xi2 �{ DRAFTSTOP LBW E I HDR. _ (3) 2x12 DR ., ; .,, :;mar `, : ..... _ W .:.. �,.. , �� Hz' '� .; :. DBL m DB11 L J Q STUD ➢i STUD _.at II -HUC 41�J FTI2 ,YN II II II MI BJIL �� ➢ c8 $ ➢ FT4€1 a ub� P�$ 11 1'$ 7; $t $$ Re sI N$ i# II €$ $$ €$ nll II I( II II I II II (2) 2XI2 BM. C2) 2XI2 IBM. (2) 2XI2 BM. TO (2) 2Xi2 BM. TO BLit COLUMNS W/ BLK COLUMNS W/ (2) MiETA-16 BLK (2) META-16 BLK COL-- TO -1'-8" AFF. COL. TO -1'-8" ARP. 2X8 LEDGER SECURED W/ 1/2 "X6" w LAG: BOLT W/ 2" DIA, WASHER ® 24" O.G. »r .. .a .......... v im --------------------- -FRAMING PLAN RANEY 09/22/16 LL A R C H IT EC T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrowp.com AA #: W003325 90 Vj W r C2 W 9 F 0. U 4i A F q ti sysarw. � LOT: CREEKSIDE LOT #113 PROT 04321,113 lmO�RL: 4EFB "FLORA" GARAGE OWING: RIGHT PAGIM FRAMING PLAN 160 MPH EXP. C DATA 04/06/17 DCA%M 1/4"=1'-0" OSIERRT 8 CONNECTOR SCHEDULE L C4M11WL DATE, 01-M-11 5 MPSON SP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 14be HTA b-w b7D 10) wd x 1 N' I -PLY, (6116d 7-PLY. (U6M1 !w) wd x I IA' - NO bd OPrIOW (]) META-b ISO (L HTA b-Ib 76100 (w) wd x 1 IA' I -PLY, (U8p• (w1 wd x I V7'1 7101b (14) bd 7-PLY (U6P, NO I6d OF'tION) WMA-16 low HTA b w10 (M wd x I v7' I -PLY, (0) bd 7-1-LY 118P, (w) wd x 1 14, NO bd OPMN WETA-70 ww HTA 70 tie (0) wd x I IA' 1-PLY, (0)14d 7-PLY Lw% (w) wd z 11A', NO btl OPTION 1- Z (2) WETA-70 70M (7) 4TA-70 373e (10) wd x 1 IA' 1-1-LY UBM (w) wd z I In- 70e0 (12)16d ]-PLY (Wp, NO bd LprGN) 0 LWt-7 7b0 LUWT-7 b'A0 ft) - V4' x 7 114' TITEN, ] (UeF. 5LK (b) V4' b0, WOM (b) wd QDE(A-70 744w DHTA-7e 74d0 (b) - wd x 1 IA, 1 MY MWT ♦ 9i6 MUWT 4716 fU tA' ATR N HON BTRF11W11-I ER1XY MN. k' EFIBEDI fT7) wd TO YY7Op (U6M (78) wd TO W0=) HOT-7 . wBRe HWT-7 81g0 (7)3I4' ATR N HK+Ii Or1lNW'M EPDXY (MN a' S-10ED), M) wd TO M= (6IM WOW (e)10d) W0T-3 wbAO FUIWTA 8800 (7)A/4' ATR N HIGH 6TRM4W W EPOxY MN k' EMCFD), (b) wd TO YOOp (WP, YOOD (N wdJ Luria4D07D 978D LUDi-A 8878 !a) QDO i/4'xA' M OIIMER (418AM x D' TRE4 HD To WA1 (1wP, CON4- (4) arp• x b' WEDGE OMT, ROOD (k) W816) LTA] WO PARALLEL TO WALL 1210 MIRY ICW,AR TO WALL LI'TA Ibw (10)10d x I -IA' (um% (w) led x 1 IA' KsT 45" NO UBP CONYEROON Rm SO1P80m VAT z (1) bAM ArR N WOW BTRENWTN EPO)(( MN. k' EMEEDA (bJ-Wg v4'x9• TO IUD= ),at 1w8 NO CONvER81EN FOR 61MP80N (T) KT) (7) bM ATR N WW4 STR NSTH EPDXY (MN. k' EMEED), (a7)-=& V41"' / 9 PLY MT6-12 wew rm a IPD (14) wd x 1 IA' (LOP, (14) wd x I H', (14) wd) 14TO-16 w0 HTW b k00 (01 wd .1 v]' (USP, (16) wd x I va', (16)10d) 14TO40 K" HTW 70 mw (24) led x I IA' AUrp, r24) wd x 1 14% MV)10d) 14TO-24 KOO HTW 74 Awe (74) wd x I V]' (uSP, (74) wd x 1 VA', (70) led) L6TAA (+ wb LRTA tl b3e (IV) wd UOP, (w1 wd LWA-w .. tl90 L7TA b a80 rK) wd W IP, (14) wd M817A-b +. Db MA-10 13W 1 (K) wd uv% (w) led N M81-A-74 .. I6k4e META-74 1640 (w) wd Wom (18) wd d M&M-30 « 70" META-30 70" (]]) wd (77) wd Q � rterA-a6 76be MOM-36 7e6b (W4,) wd 6P, r76) wd W0% Nman-E6 a88w K$ii 71116 AM (86) wd x I N' usm (36) wd x I N' man-40 DO 0 KT61 246 040 (4b1 wd x I IA' USR (40) wd x 1 v]' W6 °.80 LFTA 6 kw (0) Od TO PLATER, (W ad ro 6iUM (WOP, (16) 6d x 141, (b) ad) 6P4 080 SK 4 040 (6)10d z I IA' TO FrUM uw% (6) wd x I O' TO 8TWD6 A34 30 MP u AR0 M 0d x I IA' TO MAT, (4) Sd x 1 IA' TO POST. U&%(4) Od z I O' TO OEAN, (4) Od x I In'to Fcw. WCPU 64151 FM-ICp ] am (k) letd z I IA' uap, (10) wd z 1 IA' TO Tpaw, (w) wd X I IA' TO PLATE 14WA 1140 RT IRA 1300 (w) 10d x 1 1A' USP• (0) wd x I V7' TO TR M, (R) wd x I IA' TO PLATE vw 4 4)DU4 4540 f 4O 4A Mir. rb)-=8 1/410' TO W M, (w,-8D6 lMldl V)' RV TNMADIM IMD, (7) NJ19W A*4EM PLT UBP, I%M' ATR MIK T EMOFD OPT N HIGH STRENGTH EPDXY, lw) WDA WOOD &Moia NWT 4 4km90 4W roX w W40 (*)-W8 1/4'x3' TO LL=P, (3}AM' BTYD ODLM UV T141FAOED RW, (T) NUT6RUWONEI%7pLT Y M 11W AIR MN. 1' EMI915P ®ET N IIwH 8TRENWtH ETOxT (4) TJe' 1Hp1-OOLTB AOU 44-A 2200 666b PAU 44 711,310 6Tib (U b/0' ATR N W1,3I4 811111 TH tvl % . M811' EMOEDJ IN ccmr, [tl1 bd 7O WOOp Wqe, 840.E A8 8011"M A13U MZ 11900 keel PAU M 23M bW0 (U ON ATR N W04 STIl l EPDXY. (MPL T EMMDJ IN GONG- (tlArd TO W= WOP: 8A E A6 OJ IFSOI4 N IX LrrR «+ DO LTS R am (U 3/4' ATR N W104 81RE4WTH EPOxT, (MN 1' EMOEDJ N CCT4D. (e)wd ro WOOD WOP, 8AME 46 8811-WN 0 =I I- Man .w b00 LT8 700 Iwb rV IA' ATR N HIW R11E34MI4 EPDXY, MN. T MIMDJ N CONC, (OWd TO wo= USR N4' ATR MIN Y' EhDED 8M N HIWH 6TRIENON EPDXY. (w) wd, (w) wd z 1 IA' 742' L) Z 147r4 448b HTt4b 4*0 (v M' ATR N WW 6r%NWT14 EPDXY (MN. 1' V , ) N ccw_ (0) 8011E x 1 w. (WP, (m) bd x 2-09 W- WM MORE NAL OP-04% (]e) wd. (M) wd x I -IA', (7e) Od x 7 10' WTlR M80 NTT46 bOe6 (1) DM' ATR N HbH rIMX QWTw EPOxr MN T' EKED.) N paw— (26) Od X 7 IA' NO^, (TO) bd x 7-I411 UWP HAS MOM NAL OP(IONS, CMMd. (M wd x I-V4', (M) I6d x 7 O' 4HDO11-wa 2.0. ILM UI°FO II H30D (I1 I' ATR N FNW14 611M'mTH EI�D(Y, OM w' F1'IMADJ N OOI'IC. (M) OR)Fs' x 7¢ wOW rOMWe (YM (74/ WR) 7000 OOMYS) WP'IO 664b roX w IOWw (-TAM AG N H10N 6TIMPbiN EPDXY, (I'IK 7' ONOEDJ N CO4C. (31 i/4. OIIID OOLTD TO WOOD (WOP, (4) TA!' 004.TN V1 MEHA 3A6A10 341b b3m NI4'9bXOU ib80 TIRO 8148Qb (1) 3/4' ATR N HIWH STMP0111 EPDXY, (MN 6.1b' 018PD1'4 ) N GTUL TOP, (I) La' ATR N HOH 6NMN31H EPDXY, (I'IA'L i 70' CIOEDI"ENT) N NN/W PACE, MAIDM1. ro OEAI UvP (1) VY J-OOLT WV MN= i, BMOED. 4 NDt LE80 THAN {' FR01'r EDSE Q' C4NC w/ 3AL' PIA 111Y RAMBETAMOHEAD DYNA 00.t SLEEVE AIVCIIOIa OR M YV MN b' W. DEPTH WAALED N THE PACE LLI 0 HU6040 (WOOD) 3630 HU6412 P MOO-( !w) bd TO HEADER rw) l6d TO ROOD U*% GAME AS OP"Il H y»b (ROW) ,) Z 4 HUC410 (CM) wee 4670 HD4w IF Uwb 0000 (0) V4' x ]-Aft' MEN (I PER KANM) TO 0%(w) IOW to WOOD, (W8R (bJ W4• x a' SW C=qE , (0) wd TO wOOD. uep r201 AAr' rAPPER., (0) wn TO moe = WUC7w-7 (cm w00 belt Hp4w-70 1310 blalw �d2Vi DA t iAl -M (1VJ Wd TO UGOropOM (w) wd TO WOOD, (Y61R (w va' x a' tlBe eglgl, eke) Kd M YI000. HUQw-3 (CM woe b00b HD71111-31F Oft b000 (0) V4- x 7-3/4' TRE4 A PER FL—N ) TO cm (w) wd TO WOOD, eLw% (w) v4' x a. won spasm (w) wd TO w =. UBP (20) 3M' TA MW 00) wd M WOOD L(8N176.7-OD8 1430 SSwA LWYP26-7 7Ob 6e0W (4/ 3I0 x 4' TITIX WD ANOIq® (] PER FLANGE) TO O'W, f4i Va' % 1 IA' ODS SCIM7,8 TO Y4'W, 1-1I0114 &T711104 W EPDXY • 6811MSQ4 'BET EpOX I -TEi'. CONTACT TIE AIC.HITECT,ENWWEER CIF 1MC01m POW Wffirl04 A-MW AL MWOR TO &AWITUTM TOR 81MILAR. EPDXY MWDWCM OR UOP - CIA ADNESIvE ANC4RWAM 6Y&TEw. . LUEW A CGM w 119W R N1 IR OREAnN 14M 1' DEEP, TWE VETHTOA CELL N CM)L UY4LL j'AbT DE PILLED SOLID x/ WR3)T. .+ wd COMMON NAL6 CAN W 86MTMMP WITH 18d x I v7' NAILR N GONANCtlCN WIR4 A 2316 IMVJ=CiN N TWE ALLOA4" LOAD. 11111ITTE4 APPRD AL FROM TWE ARCHRECT is IMOdBWL FOR 7418 APPLICATION PRIM TO NSTALLATKM f/1 • MNO'WM EMOEDMENT NTO THE TOP OF A NKMBE89 WILL OE O', MNMIM EMROMEW NTd THE POMATICN WILL M T LEI FD ATR • A-W ALL T,#.4D ROD (812P- MMTECTPE IO4 TYPE,, LEIWtH, ETC. VAKI Z OW -Alm OF THE w1DE VARETY OP MATM", LOCAT=*, AND CONDmam TIAT MAT Amot CQNECI "m, THE CCNTRACIM MOOT 0E IMBPWAIOLE FOR MAV W WhM THAT TIE PROPER CORMBICN MMIE0, WK IB WRED. 040% USM OTAKSM 0i CONPECTOR), UM BTAN.M 01EEL FAOIEVM U4W WOM LNAX / 41DW 0AVANI3'D CCReCTOW Ift FAOTIMM OAVANrZP PER ASTM-AIOa USE OF 0P'AN01ON AICWORS WILL ME EVAUATED ON AN NDIVIPUAL DAMS AND MWOT WAVE I071M AFTFR A 4R1M 711E ARCF4RECT/ETO(I'gR W IMCCI® PRIOR TO USE ALL CONNECTOR SAVES d(!EA ON SIMPSON 'IMUOp cON6TRIC170N CON4ECTOF6 C-C)0!T' . IHlWW WND-REM6TANt CONBI}iJGi1O4 i-0-WWRCAOb, AND A4C4ORINW 4 PA*rtoIM OTOtEMS FOR CIP404F E 4 MA&ARY CATALOG C-640-702 4 66P 8TRUCII4%AL CORIM 'ECrO7010-7M. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 5 x 10 x 12 UP TO 5'-4" 5'-4" TO 11-011 1'-0" TO 1011-01 10'-0' AND OVER TWO STORY APPLICATION DOWN 5TAIR5 SIZE CLEAR SPAN DSL 2 DBL 2 D0L 2 D15L 2 x 6 x 6 x IC x 12 UP TO 5'-011 5'-011 TO 6'-4" 6'-4' TO 8"-011 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO UX0. 4'-11 1/2' -T if 1/2,, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER Cr- FULL LENGTH STUDS AT EACH END OF HEADER i 2 3 BJ I r--Pl DlAcx®NALS FoR BOTTOi'l CHOFF-) SRACING'a MAX. 201-0" OG TRUSS t0 Ix4 BTM. CHORD BRACING- 12' TRUSS TO DBL STUD DBL STUD O.C. MAX., SECURED W/ (2) HTS-20 II COMMON NAILS • EACH CHORD INTERSECTION, TYP. 7 din r-11 1 11lq I 411 III q l l I ICI I I I I A2 I I I I I I� I I I I I I ml l m Gin 3 Q Q 5J3 I II II I 1 II II II II II II II �\e aJ5 F II II II If II p II II II II I II II II RIDGE II II — cf) II Il 11 II �I II II II 22"X36" ATTIC V5E ACCESS = II V5D - �^ LI __ V51c L = _ J3 v55 m 4n II II II II II II II ��' II II II II II I = _ III u n II II II II v�nll II II TRUSS TO DBL STUD HTS-20 TRUSS TO 4X6 POST U/ MCAT 4 HDU4 POST TO BLK HTT-4 GABLE END BRACING: SEE DTL. '4' SHEET 02 3,-0" I, 3'-0" 31-0" 1 3'-0 IX4 DIAL. BTM. CHORD BRACING, TYP. RANEY 06/21/14 5GE TRUSS TO 4X6 POST U/ MCAT 4 14DU4 POST TO 5LK HTT-4 A R C H IT E C T S GroGubsn u Ifinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774'6078 FAX: 407-774-4078 www.abdesigngroup.com IIIIIi AA #: 0003325 F N W F 0. V Q E Q U2zw CF MON CREEKSIDE LOT #113 rF 04321.113 1160% IMA 4EFB "FLORA" GAIIIIIwvE GWIM: RIGHT PROM ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA dd any; 04/06/17 SCAL I: 1/4"=1'-011 7 ELECTRICAL LI=CzFND SY/M-50L DEFINITION NOTES 125V OUTLET 2® AMP SINGLE POLE 110v OUTLET 110V OUTLET" 1/2 Cf= OUTLET WIRED TO SWITCH GFI IIOV OUTLET EQUIPED W*RNP FAUL NTERJPIER !TAMPER W616TANT TYPE) 220V OUTLET (4) WRE CONNECTION EATERpIQOOF T CaFI OUTLET NtE�IPMR Swltcu SWITCI-4 I 3-WAY OPER IV4 SWIT04 4-WAY OPER o WALL MOUNTED LIG44T CEILING L1014T vP VAPOR PRocr \0l `d1 RECEDED CAN WALL SCONCE �- PRE-uARw VENT. FAx I CFi'T PER S61 FT. VENT. kAN W/LI0 T I crm PER Sd Fr. v FIMUIR CSPEG'S TBD BY ) FLUORESCENT URL4P ARCutl AROUND _ 2' FLUORESCEiT = = = =( 14' FlUORESGENT I I 4' TRALK LIGHT © I PANEL METER O SATT. `DWlRE P SMOKE DETECTOR uv uARDwIRe WALL MOUNTED I BAIT. BACK-uP SA. SMOKE DETECTOR W/ HARDWIRE GNRBCx MONOXIDE ItXTE Il¢ ® SlGO SMOKE PETECtOR LATER -CONNECTED co-w SHALL BE A DISTANC OF NOt LESS TFeN W (X7 Jj PENDANT LIGPT NATURAL 048 fV OUTLET ` TELEPWO*e JACK WATER HEATER TO BE ELEVATED DIBGGNN♦=Gt A!C AIR CONDI'11011. DISCONNECT TV. I TELEVISION JACK O J-BOX ARraP AA AS V UI/ BOX AR[ED SUCH FOR CEILNG MAN/LIGPT ACCORDANCE W/ BOX MARKED A8 SUCH FOR FLOOD L04T OPT. SECURITY KEYPAD --❑• Pm PUSH-BUTTON FOR CAME uss PORT N S: " LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. o ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). " 20 AMP DEDICATED LAUNDRY CIRCUIT. GPI a ISLAND (NOT ON KITCHEN CIRCUIT) " DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL " 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5o CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15073 F5CR 5TH EDITION (2014). * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULTCIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). " ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). + ALL LAMPS SHALL 5E SELECTED 5Y .....� 413" APP. PREWIRE 28 CTFI I GARAGE i - -- - \ 13 OPT. � i � COACT -I uc,HT i 1 �' �I I� 1 I�• i1 1 �' . 0 �I� �� OUTLET FOR VENT OR MICRO PROVIDE SQ-0 "QO" PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, IPH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING _MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. N0. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35. CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 1 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 201 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 221 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 241 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 261 14 15 AFCI BDRM. #3 LGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS BDRM. /4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 3334 SPARE SPARE 35 36 SPARE SPARE 3738 SPARE SPARE 39 40 SPARE N01ES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MUL11WIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WALL 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. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 150 Ar,F2 ELECTRICAL f'15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION 120i4), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRAPE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARX- ELECTRICAL SERVICE. PROVIDE 3 1*1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP [NEC CODE rot) HOUSE PLAN: MODEL "'FLORA' LOAD INFORMATION VA 2284 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 6792 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 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 1 IRRIGATION PUMP 2840 SUBTOTAL OF GENERAL LOAD 40980 FIRST 10 KVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL IAAD AT 40X 30960 VA z .4 IR384 TOTAL NET GENERAL LOAD 22304 3.5 TON HEAT PUMP (W/ 6KW EMERGENCY HEAT STRIP) 21 AMP z 240 VA= 3.5 TON COOLING SYSTEM 40 AMP z 240 VA= • 9500 NET GENERAL LOAD 22384 NET TOTAL HVAC 9600 TOTAL LOAD 31984 CALCULATED LOAD FOR SERVICE 31984 VA/240 V= 134 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST RVAC LOAD USED FOR CALCULATIONS.* NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 302/0 CU, T4 UN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, TWIN 4. 1% CU IN V CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT o OVERHANG.) COM51NATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CAALE 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 IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W U N ti 0. M v A F A E4 1 FLOTCREEOKSIDE #113 Fr 043T1.113 XOamia 4EFB "FLORA" Gam$' SIB: RIGHT p FIRS T FLOOR ELECTRICAL PLAN t60 MPH EXP. C ARCHTECT= STATE OF FLORDA 2e/ r'�; 04/06/17 ALM 1/4"=1-0"� ICI e ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET Ilov OUTLET 1Y2 OF OUTLET WIRED TO 81WTGH GFI 110V OUTLET r" PED WA2R0 FAUL NTEFLPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE COPNIECTION R-Roor ECUTTLET � GROUND T ON MtER%IPTER SWITCH SWITCH 3-WIAY OPER 104 BWitCH 4-WAY OPER WALL MOWVTED LIGHT CEILING LIGHT ill VP VAPOR PROOF LIGHT ,Q` RECESSED CAN WALL SCONCE �.� PRE -WIRER V VENT. PAN I CFM PER SO. FT. VENT. FAN W/LIGHT I CrM PER SO. FT. II�/Til�y- V FIMUR`c (SPEC'6 l'BD BY al 4'X7' 1X21 2-BLLLB MAPFLUO Alli _ 2' FLUORESCax-r 4' FLUORESCENT p p 4' TRACK LIGHT F-n--rr-0—e.-I PANEL METER GATT, BACK-UP O $,D, SMOKE DETECTOR W/ HARDWIRE WALL MOUNTED BAIT. BACK-LLP SD SMOKE DETECTOR W/ HARDWIRE ® S/GO CARBON Mal SMOKE DETECTOR COMBO HARDWIw INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK LJH WATER HEATER I I = ELEVATED DISCONNECTTO A/C 4 AIR. CONDITIONING DISCONNECT TV. TELEVISION JACK II-NG BOX R`cOWRE O J-BOX t0 BE SUPPORTED IN ACCORDANCE w BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REOLLIRE TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS WC14 FOR INSPECTION FLOOD LIGHT OPT. SECURITY KEYPAD --� P8. PUSH-BUTTON FOR CHIMES 7 USB PORT NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FSCR 5TH EDITION (2014). * 20 AMP DEDICATED LAUNDRY CIRCUIT. v GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL o BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15073 FSCR 5TH EDITION (2014), LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FSCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FSCR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15% OF LIG44TING MUST BE ENERCaY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. Both EDITION R404.1 'a W1,01 � Samm, 11 � oil 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. a bd ex i gn gro u p . co m AA #: 0003325 F W W V W O F Q U h CTi A E Q 4 ti I auLAM-0 CREEKSIDE LOT #113 Frnoz CT# 04321.113 4EFB "FLORA" GAp"wz ODD: RIGHT p SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORtDA �6 n, !u j; AND A. AE�CHA AR NO 93723 DATM 04/06/17 OCALt 1/4"=1'-0" 8Z-1mmT 9 �a yid vN t 8 FLORA EQUIPI" PENT SCHEDULE 4 TONS >� CU FIRST F 1L CARRIER 25hIBC548A O O R H V C LAYOUT P A N AI-IU EY4CN5006 NEAT 5KW SEER 15B SEER TOTAL CAP 4i000 ELECTRIC 208/230/IPI-I i3RKR CU 40 AHU 35 REF LINES -1/8, L 3/8" F N U W O F R. A F A ti bo SVHaZY. ae LOT. CREEKSIDE LOT #113 PMJSCT# 04321.113 �caas� 4EFB "FLORA" aAtAaa BVXKQ: RIGHT PAOM FIRST FLOOR H VAC PLAN 160 MPH EXP. C F FDATlk 04/06/17 SCALM 1/4"-1'-0" ------------� 1 � 1201crm BDRM #2 12� J �10Xry LOFT I I BDRM.#3 12't I 12Xa PASS 1201 Cr-M ' 71-1R11 � 6 12X8 12xs PASS PASS i TI4RU TF4R ------------- BX4 O 1 45 CFM 00 0 4, 41 F 50 TUT4• �P.LC r--, I I cFM BATH III QO J 5 G. f L � 5 8X4 0CFM BATH C� SX4 II ax4 �\ � �5 c�M 45 cr-M LAUN. 10X6 120 c1=M 6' 6' 10X6 120 CPM I I 1�I I OWNER'S � SUITE I I I I 144 SECOND FLOOR IHIVAC LAYOUT PLAN F W W ti 4 z a ti a SLiBDIY. at LOT: CREEKSIDE LOT #113 PROJSCT# 04321.113 MODEL: 4EFB "FLORA" GARAa& 8WZKQ. RIGHT PAS: SECOND FLOOR H VAC FLAN 160 MPH EXP. C flATJ& 04/06/17 SCALM 1/4"=1'-0" Sir II CU b WEAR V✓=RI'IGALLY W( CONC. POUR CELL STUDS III OL. MAX ' SEE ENER'sY CODE FORMS FOR MaULATIGN R-VALUES SECUREP&ON' 06T�% :TO 6T14Y 61MP60N R. t1=MLlRiS FINISH ` SECURE DT tE T SL SECURE DT. PLATE TO SLAB W/ IOd I 2 �KPORCED W/Em I 28 S Y \\Y/' SE W( i' 'N�'� T T. MA6ONRY NAIL 0 37' Or MAX i 6 - WL4/WA LLIWI'f. V,' Gam.• M'MRL 31' OC AXC MAX I' NOSING IO' 0'-0' FIK FLR L z OrOP 4' (REINFORCED W/ 61X6' � A W4F OR PIMIR NEBµ ON 4' CONC. REMORCEP W/ G'X6' WAXW.4 4' CONC. RERr-ORCED W/ 6'Xb' W1.4MUU 4' CONC. RENFORCED W/ i'Xb' WIAXWIA � I 6 �? a 6-MIL. VAPOR RETARDER ON W{F OR FIEEIRMESI-I ON 6-MIL. VAPOR f W4F OR P15ERIES14 ON 6-MIL. VAPOR OF OR NVER'MSH ON 6-MIL. VAPOR W � • � �L w _ 0 WELL -COMPACTED CLEAN FILL. z RETARDER ON UE1L-COMPACTED CLEAN RETARDER ON DELL-COIMPAiCTED CLEAN W' RETARDER ON WELL-CCMPACMC) CLE �- . , TEKTITE TREATMENT TO Be FILL TERMITE TREATMENT TO BE FILL. TERMITE TREATMENT TO BE Lo FILL TERMITE TREATMENT TO Be FORA -CARE APPLED AT PRNMRJG. DORA-CARE APP IED AT PRAMRIG. U EORA-CAJE APPLIED AT PRAMING. in U FORA -CARE APPLIED AT FRAMING. _," ( WI W 4 I'_4" 4' 4" I�_0, 4, 4� (3,105 REBAR ON CHAIRS l2, b RC-DAR ON CHAIRS 2'_0• I'-B' (2) b REBAR ON CFLAIRB Q 4 12' MRL OW GRADE MIS REBAR ON CHAIRS 6 6 N 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL � AT L.B. W. (W/ UPLIFT) �� AT L. B. W. �� AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL �1 NOT USED SCALE, Irs'.I'-®• �., SCALE, Mrs•=i'-0• �• SCALE: I/2"=I'-0' �.. J._) SCAL.E, VJ'.P-0' SCs1LE: I'=I'-0' 3 ti 4' GONG, RER,F, W/ 6'=6' WIAXUSAO WLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER WL4_ L ,4• ON WELL -COMPACTED CLEAN PILL IER'IITE l, 6 MIL F. 6TLE31E VAPOR WU'I STUDS K' Ot. MAX STUDS K' OG MAX O TREATMENT SHALL DE FORA-GAIE ON WELL-CCMPACtID CL.EM BEAD OF GAIRAW SECURE P.T. ST. PLATE TO S W^/ !U b REBAR ON CHAIRS _ _ FILL RE TREATMENT SHALL BE SECURE BOTTOP'1 PLATE TO STUD UY SECURE BOTTOM PLATE TO STUD VARIES WITH SLOPE MASONRY NAIL • 32' O ,v,)(� ' DORA-CAE SIMPSON SP4 032' OC, MAX 81MPaON BP4 .32' OG. MAX Y 10 4 THICKEN EDGE AGE STEP— UP HEIGHT of GARAGE SECURE BT. PLATE ro SLAH x0' HEKs T cF GAPRAGE SSECURErMO IS PLATE TO S SCALE: 1/2'•1'-& VARIES WITH SLOPE ANO-IOR DOLT W/ 2' VARIES WITH ELOPE ANCHOR DOLT W/ 2' R M SECURE DT. NAIL TO GLAD W/ 10d 5 N— BEARING MX • 32' x MAX IMIk • 32. OC MAX n MABOdRY NAIL 32. OG MAX ,_p, w 'EPDXY NOf REOW ,EPDXY NOT I ION DOLTS m DOLTS t( w 4' . WC 6'n6' WAXWIAO W.UM - > _ ON I Y ETHYLENE VAPOR =. BETA R ON HELL -COMPACTED CLEAN .. PILL TEKTITE TREATMENT SHALL EE ro L I D tW 6'X6' WIAXW,4 —. °. - i.' . ." DOR4-CARE L O _ I ON 6-MIL VAPOR w { _ 4' CONC. RER•FORCE' O W/ 6'Xb' WIAXURA 4' CONC. RENFORMP W/ 6'X6' WIAXWIA 4' CONG REINFORCED W/ i'Xb' W.4XW,4 i IE1' W=LL-COMPACTED CLEAN 4' CONG, '� AO WIM ON (d WLF OR FIDEKIESH ON 6-MIL. VAPOR WAF OR FID_R`IESH ON 6-MIL. VAPOR W P OR FIDER'IESH ON 6-MIL VAPORI. I ill FILL ITE TREATMENT TO DE 6-MIL µ POR IE'TAf®ER �I RETARDER ON {{ELL -COMPACTED CLEAN z E RETARDER OV UELL-COMPACTED CLEAN ? a RETARDER ON WELL -COMPACTED CLEAN Z fe i !27 b REBAR ON CHAIRS a -CARE APPLIED AT tiR.4MllKx FILL TERMITE �� FILL. TIERTITE 7fEATMEt.IT TO DE L Ffl1. 1EIRTIM TREATMENT TO Be F FJLL 11'RMITE TREAMENT r0 DE 'a E FORA -CARE ^' U _ BORA-CARE APP RED AT PR4 MNG. - O 8' 4 DORA-CAE APPLIED AT FRAMMCt i'i O 4" I'-O° DORA-CARE ATLIEL AT FIfi1NfING. •� q v (2) b REISAR ON CHAIRS i E (2) b REBAR ON CHAIRS (3) 9 REBAR ON CFiA1R6 (2) b REBAR ON CHAIRS 1 e z. r 4' q' N. UWy1 GARAGE STEP—UP I 4' > AGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING N—BEARING L.B.W. W UPLIFT 2—STORY L.B.W. W/ UPLIFT �� L.B. W. W/NO UPLIFT W//NO UPLIFT 4A AT FRONT PORCHES EXTENDED STEP \J 6C-E` '`� 6A SCALE: 1/2" -0' uL SCALE: 1/01 m' 6C EXTENDED FOOTING ' rs • - E Irs'.'_0• 'STE I'iWALL TO DE MIN, 3 COURSES SCALE: I/2. = E' -0' GRADE REC:E66 FOR SECURE P-T. ST. PLATE TO ( m - GARAGE POOR EMBED NUGFIOR DOLT W/ 7�48FEl�M' l , vi-xv . MM.. 37' \Yj lU 5 REBAR VERTICALLY W/ CONC. (IJ b RcDAR VERTICALLY 9J M4' WIAJGUL40 WUM POURED CELL W/ car- PWIRED CELL -MIL ETHYLENE VAPOR SECURE CURE PCHORRMT. �T UV SWLAA IM% � S, cm e, � ME WELL > � CLE F TERMITE E TREATMENT SHALL EMDEP. MIK • 37' OC MAX \ - N S a' 4 IRA CARE \Y6 ail Z L U� NOTE: OPITQLAL USE OF 4' CONC.. REINF. tLvYI 6'x6' WL4XWA0 W4"I ON p 6-MIL POLY ETHYLEMIE VAPOR RETARDER ON w L W N01'E, OPTIONAL USE OF CCNCREME CURD • GARAGE " SIELI.-COMPACTED CLEAN FILL TERMITE - b REBAR ON CHAIRS TREATMENT SHALL DE FORA -CARE -ai 4V 6'=6' W.4XUAA0 WW'T - a CONCRETE CURB • WALLS TO SE DETERMNED SrSY T 6- POLY ETHYLENE VAPOR WALLS TO BUILDER BTU 1 D 6�M41CK'O BUILDER EY DIVISION. (IJ b REBAR ON CHA1R8 W ON ILELL-COMPACTED CLEAN 8 -MIL IL ' W H xb' W V � PILL MWIt= TIEATM W SHALL BE atop sroP 9 C CREIn PAD 11 GARAGE DOOR FOOTING 501111 C.QIE 0, OUlm HEIGI+T VARIES w w 6CALE: VY=1'-0' a RE ON SELL-COMPACTE9 CLEAN W z .. n .. FILL TREATMENT SHALL BE '- d (3) Ob I EDAR ON CHARS Q b E e a DORA-CARE r> > Y " " L r 8 v.1RIE5 4' CONC. RENFORCED W/ 6'X6' WIAXWIA I' DECREE IWF OR PIEER'IEBH ON 6-MIL. VAPOR _ BbD. -1 3, r 3' z (2) b RED.AR CN CHAIRS -O.. -6' WLLF OR IF DER`1E011 LT! b--MIL VAPOR A _ �� . RETARDER ON WELL -COMPACTED CLEAN n FMI 14 !17 4- w - . Y' FILL. TERMITE TREATMENT TO DE T. L O I' 4 ,..� '� RETARDER ON WELL -COMPACTED CLEAN SORA-CARE APPLIED AT FRM1MGk. m O FLL TEI ... TREATMENT TO 13E q { I. 0. z GARAGE STEP—UP W, 0 pORA-CARE APPLIED AT FRAMING. £ 4" S' a' 4" !3J b IED,•1R ON CHAIRS w (2) b REBAR ON CHAIRS }= m 2—STORY L B. W. Q mg GARAGE STEP—UP &�E DED FOOTINGALE: 1—STORY L.B.W. \i \i, !y 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT RXIENDED GLAD I Mrs, OM µEl a AT GARAGE AT GARAGE LA AT S. G. D. m @EX�TENDED FOOTING 1rs, SCALE; la' SCALE, SHOWER RECESS FOOTER ALE= 1/2'=1'-0' (V b REBAR VERTICALLY W/ CONC. L - _ POURED CELL - CONC, IREIW. W/ 6'x6' WIA)NSAO WHIMVA SEE ENERGY CODE FORTS FOR - _ ON 6-MIL POLY ETHYLENE VAPOR INWLATION R-VALUES - RETARDER ON WELL -COMPACTED CLEAN KILL TERMITE TREATMENT SHALL BE TEXEUIED PIM614 �_� 6• CM - (2) b PIO AR ON CHAIRS GROUTED BOND REAM Mrs' GYP. WL ED. AB AT GARAGE ___ J.,VARIEa PER ELEV. Q o SERVICE DOOR TO WOOD BASE � L'�°"� T 7 -O' PIK FLR REBAR W/ 10' ItiOOK TIE VERTICAL REBAR GROUTED BOND SEAM - RE AIRIYONTAL " , _ FEDAR W/ 10' HOOK NOT USED cAUJc vARE81=E1! ELFv. - { VARIEa PER ELEv. TUGGO 14 TOP 4'coNc. REINFORCED W/ 61X6' Z_ WL4XWA AF OR FS'ER•ME6H ON GROUTED BOND DENT )_ 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL. 'I �J NOT USED t m o .J J�: TERMITE TREATR'rNr TO IM • , POWER L .! J I i' VE BORA-CARE APPLIED AT"6: 6' CMU ED L LINE ^' J 6' PVC CHASE T41R1 fOOTIN4 • FRAMING. Q L L 4" S. $, (3) b REBAR ON CHAIRa (4 WALLVXT G GMU 1-STORY = Ol pp (4))Q)Ct' .CP1C)•IOR BOLTS a (4)y�'Xt' `I/2' DRYWALL O '^ U 2'-P' J-DOLTS MIN- S' EMI EDFETiT w 27O'XI/6' / WOOD BASE =2Sb� ON G•IAIR6 WAS -OR AND NUT SPACED EYEVILY FRQ'T �� 2—STORY FOOTING OOR TO BOND BEAM, SET IN JOINTa (91 b REBAR GN CHAIRS QT./INT. PRIOR TO FILLWA (SLEEVED ANCHOR N W/ BLOCK WALL RAPOUR ME WALLABLE TO13 SCALE, I/215 BLOCK WALL CONNECTION FAR LR VERTICALLY W/CCNG SCALE, irs'.I'-0' . a. SEE ENERGY CODE FORMA FOR INSULATION R-VALUE6 - 16 GAS 'LINE THRU BLOCK 6' r T'° GN <� FORMWECTICUT r„ILIED Mrs' GYP. W _ SO. FOR MSPECTION z WOOD BASE i . L 1 NOT USED w 4' CONG, REIPF. W/ b'.6' W1AXWIAO WUM - ' 20 ON 6-MIL POLY ETHYLENE VAPOR RETARDER CAN WELL -COMPACTED CLEAN D'-0' FIN. H-R . C-0' F!L rLR FILL TERMITE TREATMENT SHALL DE , O BORA-CARE a , TO HVERTICAL IIIIEBARL , - - - TIr TO VERTICAL ��r REBAR REBAR W/ W' HOOK (I7 b REBAR SET M 61MPFiON µKsµ (I; s R CI EPDXY i' IMPS N HIGH, MIK j I (2) b REBAR . I -STORY J - REBAR IZ 10' µ00iC ` E (3) b REBAR • 7-STORY 2 I - �� . . - OUMTDE REBAR TO ME a 6' PVC CHASE THRl FOOTING { z v CONTRWOU6 " 4' CONC, REINF, W/ 6'Y6' WAXW40 �� . (U b VERT. DOUEL 'Z: WW'T ON 6-MIL POLY ETHTURe " ° LAPPED W/ BOND BEAM IV VAPOR RETARDER ON (1) b REBAR AT CORIEM L t-STORY " "6 WELL -COMPACTED CLEAN FILL W/26'LAR'MIN. in3 S' (2,'bREDARONCHAIRS HORIZONTAL/VERTICAL TERMITE 11EATIMEdT 64ALL DE - 2-STORY SORA-CAW 2'-I' MIK LAP I'-4' (3)b REBAR Oy CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR — PIPE THROUGH _REINFORCING BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING �J A B aGALE: 1rs'.I'_0 �%n1 W/ BLOCK WALL AT LINTEL CORNERS L C ALL EXTERIOR F'007ERS AT 7I1*'4ISH SLAB'S TO EE MIN. 12" BELOW U1%Z1DISTUR13E1D SOIL CONTROL DATE: 07/01/15 A R C R I T E C T S Design Grounc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N y V W F U W Q Eti A 9wmrv. ae LOT: CREEKSIDE LOT #113 Pzv.fJBiCT# 04321.113 DMDMMA 4EFB "FLORA" GARAGE ®1Ma: RIGHT PAO& MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C AIRCHMECT STATE OF FLOPMA D Al� 04/06/17 DCAILM 1/4"=1'-0" s �I 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBGR R9052.7 ON �r." O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR" GDX FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. � PRE-ENG GABLE TRUSS OVER "'30 FELT PAPER INSTALLED PER FBGR CAT SHEATHING SEAMS) PLY FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR R9i ON F'6" O.S.B. (2) 12d'b a EACH TRUSS R905.21 ON J" O.S.B. SHEATHING OR 2 CDX TO BE INSTALLED 0 MID. POINT PLYWOOD SECURED PER OF TRUSS SPAN, OR IO.G. SHEATHING OR" CDX FASTENER SCHEDULE MTL. DRIP EDGE MAX. PLYWOOD SECURED Sl�K At ALL UPRIGHTS 2x4 OR 2x6 FASCIA PER PER FASTENER OVER 4'-10" HIGH (SEE SEALED ELEVATIONS SCHEDULE ENG. FOR SITE AND CONDITION) SEE ENEMY CODE FORMS FOR v OilVENTEDALUM. SOFFIT INSULATION R-VALUES MTL. DRIP EDGE GYP' PRE-ENG WD. TRUSS 24" O.C. STIFFBACK At ALL STRENGTH BOARDI" GYPSUM G BOARD HIGH SEE ENERGY CODE FORS "IS FOR o.H. MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER ; k ELEVATIONS HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.)° 2x4 NAILER GYPSUM BOARD OR }" HIGH VENTED ALUM. SOFFIT I CONT. 2x4 RAT RUN SECURED W/ OS.B. SHEATHING OR G MTL. DRIP EDGE STRENGTH CLG. BOARD I l2J 12d'B �+ EACH TRUSS � � DX 2x4 m 24" O.C. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER GONG. FILLED LINTEL BLK W/ (1)PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS 05 REBAR CONTINUOUS WEEP SCREED SEE ENERGY GODS FORMS FOR R �E6�RIP SHEATHING SYSSCHEDULE ON TEM VENTED ET p2 VENTED ALUM. SOFFIT (SEE DETAIL 5/D3J INSULATION R-YALUES (INSTALLED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (I) o S� STRAP PRIFA� � � PRECAST LINTEL 2X6 P.T. SECURED t0 5/8" GYPSUM BOARD OR I/2" +5 REBAR CONTINUOUS .EMBED. MASONRY w/ 1/2"x9" A.B. HI STRENGTH Cl BOARD Veil THICK, 3 GOAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, -" INSULATION R-VALUES CEMENT PLASTER OVER PRECAST LINTEL MIN. EMBEDMENT WITHIN X FI -STOP EXPANDED GALV D METAL LATH WINDOW ATTACHMENT AS PER 8' EA. END, 32" O.G. S NERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. SULATION R-VALUES 'D" PAPER OVER TYVEK ANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER DIRECTLY t0 MASONRY STUCCO SPECS FOiRORMATION) PRECAST SILL BLK W/ (1) "5 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL CONTINUOUS OR -/ib" ZIP SHEATHING SYSTEM (1) 05 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS.) GONG. POURED CELL PRECAST LINT - PRE -CAST GONG. SILL WEEP SCREED (1) "5 REBAR VERTICALLY W/ 5/8" THICK, 3 G Ix2 P.T. FURRING STRIPS a 24" O.G. (SEE DETAIL SIDS) GONG. POURED CELL Ix2 P.T. FURRING STRIPS m 16" O.C. x2 P.T. FURRING STRIPS 16" O.G. PORTLAND GEM T i SECURE GABLE TO 2x6 P.T _ _ -�— PLASER APPLI p I/2" GYP WL BD PLATE W/ 12d'& 8' O.G. MAX 8" CMU L 8' CMU DIRECTLY TO MASONRY WOOD BASEI/2" GYP. WL. BD. I/2'GYP. WL. BD. SECURE 2x6 PT. PLATE TO BLK W/WOOD BASE CIJ "5 REBAR "xg" ANCHOR BOLL W/ 2' WASHER WOOD BASE VERTICALLY W/ GONG. z SEfi IN SIMPSON HIGH STRENGTH IY POURED CELL EPDXY I" EMBED. MIN. 0 32" OC l >. N h 8" CM U MAX. I V THICK, 3 COAT PORTLAND ja ' w CEMENT PLASTER APPLIED - DIRECTLY TO MASONRY 1-STORY U� .. ° 1-STORY GABLE BLOCK~ 1- STORY GABLE'- NOTE: BLOCK WALL WALL W/ VAULT' C LG. PER FBGR 905.2.1 - 1=CR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 3 BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 SCALE: 3/4"=1'-0° PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6757 SEC 2x4°e 2X6 P.T. SECURED TO 2X4 To BLOCK W/ X.' zx4a IX4 DIAGONAL BTM. TAI'll OR DRWE PIN SECURE TO BLOCK W/ 94' SECURE, TO BLOCK WNa' CHORD BRAGINCx. (MIN SHAWL SIM J45 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MASONRY w/ 1/2'xe' A.B. w/ (MIN SHANK 614E J45 " " SEE PLAN FOR MM. HEAD bIYE 300 - (MIN. 6µA"NC SIZE .i45 2 DIA. WASHERS, 7 MIN. MIN EMBEDMENT I Yi) MIN. HEAD SIZE 300 MIN µFAD SITE 300 B' Ol l EMBEDMENT WIT1-41N 8' OF - LOCATION WITHIN B' of EACH END t MIN. EMBEDMENT 1 Y4'J MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X MUST BE JS' DRYWALL a PRE-ENCs'D WOOD 8' OMU 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE WTµM 8' aF EAGH END < NOTE; 81'RJCtURAL 2X MUST BE WITHIN S' OF EACH END " ON OUTSIDE 4 SECURED 1'X4' OR 1'X2' P.T. NAILER EA. END, 32 O.G. MAX IN TRUSS CTYP) a 24' )4' DRYWALL 2M(6= ON OUTSIDE 4 SECURED rHRCUGµ 14 O.0 MAX SPACING ON OUTSIDE 4 SECURED 15' O.C. MAX &PACING. THROUGH NON-bTRUCTURAL %' FIELD. I'X4' OR I'X2' P.T. NAILER NON-STRUCTURAL %` TA CCN THROUGH NON-STRUCTURAL ' 2X6= Ix4 P.T. OR 9i X4' MIN SECURE THRIl ❑ Ix4 P.T. OR 9'4'X4' MIN. SEOlRE TO BLOCK W/2-%' MIN I-Yi EMBEDMENT NTO 2x'= TAPGON MIN -Ya' EMBEDMENT SECURE 70 BLOCK TAPCON MIN 144' EMBED"IENT ❑ SEGUE R vle FRAME i TAPCONS OR DRIVE PIN B11-41 SECURE t0 BLOCK INTO BLOCK W/1CU TAPCONS OR INTO BLOCK fTRA.Af J EMEND I,Ya' INTO BLOCK W/ O.C. MAX ifs' TAPCCN6 OR DRIVE PIN SIMPSON CMIN SHANK SIZE •14b W/J-�1{�' TAPGONB OR (MIN SHANK SITE .145 PEXTEND al-Y4�INT BLOCK 1(��961ANK SIZE J4a (TYP) (VERIFY MIN. HEAD SIZE 300 DRIVE PIN MIN HEAP SIZE 300 MIN EMBEDMENT I Yi J (MIN S-IMIK SITE J45 : ' DRYWALL 8' CMIJ MIN HEAP SIZE 300 CMU MIN EMBEDMENT I-Y4 (MIN. SHANK 917E .145 WITHIN 8' OF EACH END 4 'X4' OR I7CJ' P.t. NAILER MIN HEAD SIZE 300 'DRYWALL MML EM®EDMENT I Y4') 'DRYWALL WITHIN 8' CF FAGµ END 11 18' O.G. MAX W/ TRUSS PLAN 111 O.G MAX SPAGII� MM. EMBEDMENT 1 Ya) SPACING MIN HEAD 614E 300 'X4' OR I'X2' P.T. NAILER WITHN 8' OF E:ACµ END 4 I'X4' OR 1'XZ' P.Y. NAILER MIN EMBEDMENT 1-Y4' 2xS'® Wrt14IN 8' 0= EACH END " WITHIN 8' OF EACH END 4 BECURH TO BLOCK UVt-'4' ❑ )6' Oha X 4' MIN. IB' OL. MAX SPACING. � 18' O.C. MAX SPACING. TAPCONB OR DOVE PM 2X8= 2X&=M 7o' 0,58. X 4' MIN - B' O.G. MAX SPACING (MIN SHANK SIZE J4b DOOR CASING SEGUIE TO BLOCK WA-34' DOOR CARING DOOR CASING 9ECURffi TO BLOCK UNI-I/4' DOOR CASING DOOR JAMB OR WINDOW MIN µFAD 912E 400 DOOR JAMB OR WINDOW TAPCONb OR DIEIVE PM TAPCONB OR DRIVE IN DOOR CASING DOOR JAMB OR WINDOW Q MIN EMBEDMENT ! Ys'J lr11rL BNANK 817E J48 DOOR JAMB OR WINDOW (MIN 8441 SITE .145 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES ATTAiGl4 t0 2X PER WITHIN B' OP EAGH END J ATTACH TU IE PER MIN HEAD SIZE 300 ATTACH TO 2X PER MIN HfiAp SITE 300 ATTACH TO 2X PER DETAILS. MANUFACTURES DETAILS. Is. OG. MAX SPAFINCx MANUFAGIUI€& DETAILS. MIN. EMBEDMENT 1 Yi) MANWFACTUMS DETAILS. MIN. EMBEDMENT I Y: J MANUFACTURES DETAILS. MOTE: SHIM AS NEEDED TO PLUMB NOTE, SHI"I AS NEEDED TO PLUMB WITI+M 8' OF EACH END /: gl,lM AS NEEDED TO PLUMB WITHIN S' EAGH END 1 NOTE: SHIM AS NEEDEJ7 TO PLUMB NOTE: &HIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. B' Off• MAX SPACING. JAMB (DO NOT EXCEED Yi) JAMB !DO NOT EXCEED Y4'J JAriB (DO NOT EMBED Yi J JAMD (L70 NOT EXCEED Y4') JAMB (DO NOt EXCEED Yi) 1.�.. DOOR JAMB TO BLOCK +3/4 OR +5/4 BOOR JAMB TO HWCK +1-15/le" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/18' DOOR JAMB TO BLACK +3/4 OR +5/4 NINDOR TO BLACK +3/4 OR +5/4 WINDOW TO BILICIC +1-15 8' NII7DOW TO BLACK +3" /fIl4D0A TO BLACK +3-7/1Ct 1►D4DOW TO BLOCK +3/4 OR +5/4 E1 SCALE: 3/5'•'-®' C , 32 = - E SCALE: 3/8'=1'-0' C' bGALE, 3/8'=I'-0' -- d SCALE: 3B'.p_0' 2X4= SECURE: To BLOCK W/ A�,' sEa TAPC�ONS OR DRIVE PINOCK iS, SECURE TO BLOCK WN4' TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ }(� . (MIN SHANK SITE W5 YAPCONS OR DRIVE PIN (MIN 514ANK SIZE .145 TAPCONS OR DRIVE PIN MIN HEAD SIZE 300 (MIN SHANK 817E 0 MM. µFAD BITE: 3P1B CMIN SHANK SIZE J 0 CONC.'�.,,, LINTEPOURED MIN EMBEDMENT I Y4') WITHIN MIN HEAD SIZE 300 MM. EMBEDMENT I Y18' WITHIN MIN. HEAD SIZE 300 Q 8' Cr- EAGH END 4 18' O.G. MIN EMBEDMENT I Y4') WITHIN 8' MAXEACH END " B' OG. NOTE: STRUCTURAL 2X MUST MIN EMBEDMENT I Y4') LINTEL COURSE SPACING. B' OF EAC44 END 4 18' O.G. NOTE: STRUCTURAL 2X MUST X SPACING. BE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END J NOTE: bTidJGTURAL 2X MUST 2X MAXX S MAX SPACING. BE ON OUTSIDE J SECUl 2X6,m YHRC>VK+H NON-STRUCTURAL IS' O.C. MAX SPACING, BE ON OIlT61DE t SECURED 2X6= THROUGH NON-STRUCTURALSECURE TO BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK WO-%' SECURE TO BLOCK W/2-�(r' W/2-�,' TAPGOTUb OR %' TAPC.ON MIN 144' SECURE TO BLOCK W/I-I/4' %' TAPCON MIN I-& TAPGONb OR DRIVE PIN TAPCONS OR DRIVE Pryd ')i' TAPGON MIN I -A' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK "a RiN� suANK �uN NAILS a 4' oc. (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK Tor= $ 50TTOM FCSE$ MIN HEAD SITE 300 (MIN &HANK SIZE .145 (MIN SF4ANK SIZE .Kb (MIN. SHANK BITE .145 IX4 SYP LATERAL MIN. HEAD 61YE: 3FJ0 MIN HEAD 81ZE 300 i CM MIN HEAD SITE 300 MIN EMBEDMENT 1 Yi) MIN. EMBEDMENT 1 Y.') WITHIN B, CMU MM. EMBEDMENT I Y4') �, DRYWALL MIN EMB@DME:w I Y4,) 8' crnl RE-INFORCINCx 36' O.C. WITHIN B' OF FAGµ END " B' GMU 8' Cr- EACH END " IB' O.G WITHIN Si EACH END , WITHIN 8' OF EACH END Vol MAX SPACMCs. V DRYWALL MAX SPACING. 14' DRYWALL " 18' O.G. MAX SPACING. � I'X4 OR I'XV P.Y. NAILER 10' O.G. MAX SPACING. K' DRYWALL MAX a TRUSS BTM. ❑ I'X4' OR DO' P.T. NAILER 2X8:ra� 2ND 2X SECURE TO ❑ I'X4' OR I'X2' P.T. NAILER CHORD, SECURE W/(3) 10d 2X8:m ❑ 1'X4' DIQ I'X2' P.T. NAILER 2X8✓® Mo SECURE TO BLOOD W/2- OOR CASING SECURE TO BLOCK W/2-Il{`' OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER SECURE 70 BLOCK W!I-1l4' ' P.T. X 4' MIN NAILS '8 EA. TRUSS TAPCGNS OR DRIVE PM rAPCONS OR DRIVE PIN WR-'1ir.' TAPCON& oR W/!z>f4 WITHIN 9' aK EACH TAPCONS opt DRIVE PIN R CASING (MIN SHANK SITE .145 (MIN &HANK SIZE .143 DRIVE PIN END (6' t0 8' O.G. MAX (MM SHANK SIZE .145 CHORD MIN HEAD SITE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 3O® DOOR JAMB OR WINDOW (MIN SaAWC SIZE J45 ooR CASING MIN HEAD SIZE 30ID GABLE END BRACING MIN EMmDMENT 1 Y4') WITH( ATTACH TO 2X PER MM. mrvwoMENT I YV) WITHN TYACH YO 2X PER MIN WrAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBRDMENT 1 Yi) DOOR JAMB OR WINDOW 8' OF EACH END " 18' O.C. MANUFACTURES DETAILS. 8' aF EAGH END 4 18' or- MANUFACTURES DETAILS. MIN EMBEDMENT 1 Y♦') TTACH TO 2X PER WttµM 8' OF FAGµ END " ATTACH TO 2X PER J MAX SPACING. MAX SPAGINCx W;THIN B' OF EACH END " MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ANUFACTU�& DETAILS. Q SCALE: I/2 ` = I' -0' S41M AS NEEDED TO PLUMB NOTE SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB Z ' JAMB (Do Not EXCEED Yi) JAMB (DO NOT EXCEED YV JAMB (DO NOT EXCEED Y49 JAMB (DO NOT ExGEED Y4') 7�. /\ DOOR JAM® TO BLACK +1-1/2" DOOR JAMB TO HLOCK +2 �� DOOR JAMB TO HIACK +3' DOOR JAMB TO HIACK +9 9/4" v / ' WDiDC1H TO BLOCK +1-1%2' /1 WDiDOIr TO BLACK +2 1/4 • �LZ 11IIUDOW TO BLOCK +3' 'V SCALE: 9B'"I'-0' " &GALE= 3/8'=1'-0' +' iy1 IRRDOIi TO BLOCK +3 3/4" w SCALE, 3B'=1'-0' SCALE: 3/8'=1'-V FASTENER SCHEDULE zw W Wi "IAMLIWA/1M NAIL REQUIREMI=NtS TOP CORD BLOCKING AT 4'w „ LL ' USE 1/Ib" 0J3B.OR I/2' CDX PLY WITH "8 RING SHANK GUN NAILS At 4' OG. At SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT V O.C. At SIZE HEAD LENGTH DIA. ENSILE STIR. y- Y O.G. MAX. IN FIRST 2 FRAMING NOTE �4O �: tYP. EXT. SF�EAt+�fNCs A1TACµMIE SPACES AT EACH END. FOR SHEAR 4 UPLIFT CO 3B. 70 BE ST�IGTURAL �) m m ad ROUNDJ"IODIFIED OR T 1 "I/8" .113 1'10fd00 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING 70 GABLE END FRAME RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE a ROOF SHEATI-11i � NOT I;MQUIIl EXCEPT a OPENINGS a ` ) "8 2' DECK SCREWS a b'-8' O.G. MAX a EDGES 4 12' O.G. z u o C 10d ROUND MODIFIED T 2 I/8' 128 170fD00 USE 08 GUN NAILS a 4" O.C. NOTE: NAILS TO BE MFls. BY MEMBER OF INT. o MAX Iry PiELP. UNIPRjE ADDED @ `+e RING SPANK GUN NAILS STAPLE, NAIL 4 TOOL ASSOCIATION u 'SPANK TO EXTEND BEYOND' • b' O.G. IN FIELD EXTERIOR SHEATHING 10113 INCH NOMINAL SHANK DIAMETER z A o THICKNESS OF SUB -FLOOR o USE 1/2' CDX OR i/Ib' 065 PLY WITH 08 RING SHANK GUN NAILS AT b' O.G. AT ] n � SHEATHING � 2 RING DIAMETER OF INC OVER SHANK DIAME R PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM � 0 3. 16 t0 20 RINGS PER INCH G PANEL AND 08 RING SHANK GUN NAILS AT VOG. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 4.0280 INCH FULL ROUND HEAD DIAMETER N ROOF 5I 4EA`7`HINI LAYOUT — ORR111/I6 TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS) 5. 2 INCH NAIL LENGTH AND �NDWALL BRAGINCz NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN BUILDING LENGTH !-M� LF TY=. 3/4" T4G SUl.OR DECKING GLUED TO T'l EXT. SHEATHING ATTAICHMENT FOR ROOF AGCEPri FASTENER FROM ANY MANUFACTURER FOR CHAP L� NL� RAI"I INCH ALL EXPOSED MEMBERS SHEATHING (OSJ3. TO BE %TRUGTURAL GRADE) ARCH I T E C T 8 6 Design Grou Inc. 1441. IV. RVIVWLV KtAlll DL'i LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744,078 www. a bdesigngrou p.com AA #: 0003325 F W W U w h 0. rj w A F A ti ar'iumm & LOT: CREEKSIDE LOT #113 PROJ CT# 04321.113 bwDzu 4EFB "FLORA" RIGHT PAO& SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA G6 DATA;: 04/06/17 DCALM 1/4"=1'-0" 1 o� FI5ESGLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R'l ON y" 0.5.5. TRUSSES AT FIRST (5) FI5ERGLA55 SHINGLES OVER PROVIDE EAVE SHEATHING OR }` CDX BAYS 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER STRAP 030 FELT PAPER INSTALLED EMBED. " O.S.R. SHEATHING OR 2" CDX CLEAR VENTILATION SCHEDULE VERIFY W/ TRU55 PER FBCR R90521 ON PLYWOOD SECURED PER PER FBEG R402.23 PRE-E'.NG Li TRUSS �r �� PLAN O.S.B. SHEATHING OR �" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS OilMTL. DRIP EDGE SEE ENER�sY CODE FORMS MTL. DRIP EDGE: T � PRE-ENG WD. TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES H. WOOD S1�}EATHING :< 2X4 OR 2X6 FASCIA 24 O.C. MAX. 2x4 OR 2x6 5UB-BAND FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/5" GYPSUM BOARD OR 1/2" PER ELEVATIONS 5" PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS g GYPSUM BOARD OR WRB LAYER �1, CONT. 2x4 RAT RUN SECURED HIGH STRENGTH CLG. STUCCO WRAP DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12ci's m EACH TRUSS VENTED ALUM. SOFFIT Ill LAYER n, FORTIFIBER VENTED ALUM. SOFFIT �" BOARD TYp. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR f "` BUILDINCx PAPER 1/2" CDX OR 1/16" 055 INSULATION R-VALUES �! C.N. PER WINDOW OPENING SEE: SECURE TO WALL PER 1,000 UPLIFT SIMPSON = METAL LATH HEADER SPAN CHART FOR FASTENER SCHEDULE 5/5" GYPSUM BOARD OR CONNECTOR SP2 e EA + FASTEN TO WOOD STRUCTURAL 1/2" CDX OR T/16" 055 DETAILS 1/2" HIGH STRENGTH CLG. MEMBER ®�" O.C. MAX SECURE TO WALL PER BOARD 2x8 SYP "2 2X8 STUD t" 1/8' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR �/16" ZIP DBL TOP FM ISYPECOH 6 DROL JOINT MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE �� FRAME t0 BLOCK ON SHEET D2 (INSTALLED PER WINDOW HEADER SIZE: VARIES PLATE OR T/16' ZIP WINDOW SILL MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM (INSTALLED GONNEGtICN SEE DETAIL SHEATHING SYSTEM 2x6 STUDS 0 16" O.G. MAX W/ (INSTALLED PER DETAILS SPAN CHART FOR MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS PER MANUF. SPECS.) OR l p' METAL C FOR'"IS FOR INSULATION 2 DRY WALL �' WIDE STRIP SE RIP WINDOW ATTACHMENT AS PER I /8" THICK, 3 GOAT , R-VALUES , MANUFACTURES SPECIFICATIONS 2 DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN '1/8" THICK, 3 GOAT AT 16" O.G. MAX WITH �" MASONRY BEFORE APPLYING CEMENT PLASTER k' T k G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" TEXTURED APPLIED to METAL sGR1=WED AS PER FASTENER APPLIED to METAL 2x6 STUDS 6 16" O•G. MAX W/ SHEATHING DIA. WASHER FIN15H ® MASONRY LATH OVER 2 LAYERS, SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE g. CMu OF GRADE V11 OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP "2 3 BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS A ON PI PAPER BACKED LATH OVER AN APPROVED i5 PAPER BACKED LATH n " T < G SUBFLOOR GLUED AND AT 12" O.C. MAX u VERTICAL CONTROL OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP HOUSE WRAP SCHEDULE oN SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP w2 1zm O SOLE PLATE (1) COURSE TIE -BEAM AT]ERIALS �/-� POURED SOLID WITH 4 E:-ENG FLOOR TRUSS `� CONCRETE. (1) S SCALE DETAIL 5 PR : N.T-S. (INSTALL PER MFG. SPECS.) 4 REBAR HORIZONTALLY ' WEEP SCREE 3/4" T E G 5U5FLOOR GLUED GONG. FILLED LINTEL STRENGTH BOARD OR D HIGH DETAIL 5 i/? O IL PRECAST LINTEL AND SCREWED AS PER BLK W/ (1) "5 REBAR STRENGTH CLG. BOARD 0 Q CONTINUOUS O ASTM 926-C 63 IX2 NAILEIR/DRAFt STOP PRE-ENG FLOOR TRUSS Z w (SEE D 1 2/ ) FASTENER SCHEDULE ON - 11 (INSTALL PER MFG. SPEcS.J WINDOW ATTACHMENT AS SHEET D2 l Z PER MANUFACTURES " GYPSUM BOARD OR Z lll SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD ul U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP U.l Q CMU) W/ CS) 126 NAILS m EACH 11 PRECAST SILL TRUSS PRECAST LINTEL. V_ Z 05 REBAR a 16" CONC. FILLED LINTEL BLK W/ Lu O.C. MAX, IN PRE -ENG FLOOR TRU55 WINDOW AtfiACHMENt AS PER (1) M5 REBAR CONTINUOUS Z W u I CONCRETE (INSTALL PER MFG. SPECS.) MANUFACTURES SPECIFICATIONS SEE ENERGY CODE: FORMS V/ 2!POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT � PRE -CAST CONCRETE SILL THICK, 3 GOAT FOR INSULATION R-VALUES Q 0 VERIFY PER IS I6" O.G. CONC. FILLED LINTEL BLK W/_//_g1 PLASTER APPLIED Q 0 PLAN• S" CMU DIRECTLY TO PRECAST LINTEL — (I) �J REBAR CONTINUOUS MASONRY (1) NS REBAR VERTICALLY WINDOW ATTACHMENT AS PER Z W/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS � O R-4.1 1/2 GYP. WL, BD. RIBBON 5/6" THICK, 3 COAT Q Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL U INSULATION (1) �4 CONTINUOUS REBAR FASTENING DETAIL STRIPS m 24" O.G. PLASTER APPLIED � WOOD BASE 8' CMU DIRECTLY 70 - SCALE- 3/4"=1'-0" (1) N5 REBAR VERTICALLY 4 O I/2" GYP. WL. BD. MASONRY W/ GONG. POURED CELL Z 04 REBAR 48" LONG Q W W/6" HOOK a 24" O.C., t WOOD 5A5E ix2 P.T. FURRING ? I STRIPS ® 24" o.c. _ z MIN. 24" IN SLAB ® -0 O ROOF TRUSS UPLIFT 8' CMU 0 - 2- C M N CONNSPOWN ECTOR NOT FIN. FLR C"" l°7 N SLAB? 1/2cLAR(s�Ee v ' GYP. Li BD. WOOD BASE SHOP DUGS.) z 4. FIN. FLR WALL I s ., 3 1/2" CONC., REINF. W/ 6"x6" WI.4XWI-40 WWM ON 6-MIL EXTERIOR WALL b SHEATHING (SEE SECTION - - L POLY ETHYLENE VAPOR NOTES) FASTEN EACH STUD 2 - S TO ]EZY WOOD " ° RETARDER ON TO DBL. TOP PLATE �� -C CT W/ USP SPi NAIL 2—STORY l ,...: WELL OMPA ED CLEAN PER MANUF. SPECS. WALL WALL L`: FRAME TO I Ij FILL TERMITE TREATMENT SHALL BE BORA-CARE 1 SECTION SECTION LOCK WALL 21-01 SECTION AT TOP SCALE: 3/4 -I -0 B (3) "�✓ REBAR CONTINUOUS 9 OF EXTERIOR WALL SCALE: 3/4"=1'-0" ON CHAIRS - SCALE: Nts FI5ERGLA5S SHINGLES PRE-ENG {SABLE TRUSS FIBERGLASS SHINGLES OVER +"30 FELT PAPER OVER *30 FELT PAPER PRE-ENG GABLE TRU55 NOTE INSTALLED PER FBGR S STIFFBACK (SEE BEAD TRU55 INSTALLED PER FBCR R9052.� ON " O.S.B. SPF STIFFBACK (SEE SEALp TRUSS - DIAGONAL BRACE � EXTERIOR WALLATWI S ��' � R905.2.� ON I.' O.5.B. ENG, PACK FOR SIZE t C6NECTIONJ I ENG. PACK FOR SIZE E CONNECTION) CENTER OF TRUSS G��H SHEATHING OR �` CDX 2x4 SPF BLOCKING BETWEN SHEATHING OR �" CDX 2x4 $PF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO BLOCK PLYWOOD SECURED o TRUSSES At FIRST (5) BA5 4'-0" PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-C' RIDGE. DIAGONAL WITH USP MSTA48 STRAP WI FASTENERS AS SHOWN, INSTAL PER FASTENER O.C. CAT SHEATHING 5E PER FASTENER O.G. (AT SHEATHING SEAMS) $RAGE: TO BE a ANY STRAP • EA. END (UNO SCHEDULE NOTE: SCHEDULE SPAN 15 -0 OR SPACE STRAPS AS FOLL MTL. DRIP EDGE DIAGONAL BRACE o MTL. DRIP EDGE GREATER. REFER TO -ITV MPH C': 32' o 46' o 2 " CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS E:NG. FOR -5o MMl B': 'c' M HIGHEST RIDGE:. DIAGONAL PER ELEVATIONS PRE-ENG Wp. tRUS 24" ADDITIONAL 40 MPH 48' o. 2X4 OR 2X6 FASCIA O" BRACE TO BE a ANY SPAN SECURED W/ (3) 12d O.C. MAX. HORIZONTAL TRU55 TOP OF STUD WALL PER ELEVATIONS 15'-0' OR GREATER REFER NAILS REINFORCEMENT. SOLE PLATE SECURED W/ (3) 12d SECURE TO TO TRU55 ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' (1) NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE 7 - 1/2" CDX OR 'R/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) SECURE TO WALL PER NAILS 0'-0" t0 30'-0' CI) FASTENER PATTERN 1/2' CDX OR -1/16" 05B NAILS X-BRACE (1) X-BRACE TOP of - T FASTENER SCHEDULE " X-BRACE SECURE TO WALL PER o CENTER AND l2) MASONRY WALL ON SHEET D2 30'-1' TO 60'-O' (3) FASTENER SCHEDULE BRACE DIVIDED OR I/2" ZIP SHEATHING X-BRACE C11 X-BRACE ON SHEET D2 EQUALY FROM CENTER SYSTEM (INSTALLED PER-� r"";� n , r,� �, v "r "� r� ,, "> u��_ ai CENTER AND (2) OR 1/2 ZIP SHEATHING MANUF. SPECS.) �`_, �, - BRAGS DIVIDED SYSTEM (INSTALLED PER CMU BLOCK WALL WEEP SCREED, SEE CONT. 2x4 5PF RAT RUN SEIRED W/ EQUALY FROM CENTER MANUF. SPECS.) GONT. 2x4 SPF RAT RUN SECURED w/ 2- STORY DETAIL 5, SHEET D3 (2) 12d a s EACH TRUSS t0 END 2X4 W/ 3/8 X 5 LAG (2) 12d's im EACH TRUSS11 GABLE END C) 4N4 S PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP AT EACH WINDOW KINGS STUD MIN (I0) 10d COMMON NAILS INTO STUD (0.148 DIA X 1 1/2' LONG) FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL CONNECT BOTTOM OF STRAP To CMU BLOCK WALL W/ CTI 3/16' DIA. X I-I/4' LONG TAF'CON MASONRY scREws 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL RACE: W/ A32 O.C. MAX. OR 2 2x .Y.P. DIAGONAL BRACE W/ 1/2"XV ANCHOR (3) 12d's 0 EACH TRUSS DI�ONAL GABLE SIMPSON MSTA-24 s (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O-C-MAX- X-BRACING TO COVER 5-X1SSE5 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION 5/8 7 X-BRACING DBL TOP PLATE 5/a" GYPSUM BOARD OR I/2" HIGH BRACING TO FIRST FLOOR MASONRY WALL NAIL GABLE TO 2X6 YP5UM BOARD OR I, HIGH SCALE: 3/4" = I' -O" 2X STUD 16' O.G. MAX. STRENGTH GL5- BOARD SCALE: 3/4" -1' -0" c� W/ 12d NAILS 6" O.C. STRErl CLG. BOARD - 3 SCALE: NTS MAX. TUDs of rr) WALL OWS: .G. r TH L G. c. U A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W r � N w Q a U F y A z a � h� A a9VHDIV. �e LOT: CREEKSIDE LOT #113 PBOJ=T# 04321.113 3WDEMA 4EFB "FLORA" GAHAQE EWING: RIGHT PAIGM SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C APRCHMECT: STATE OF FLORDA J. 12079 04/06/17 1/4"=1,77 A. ,�NOTI NAIL. 5I43=AT44ING TO ALL 2X A5 PAR EXT, SNIE-ATHING NAILING, 06 4"�)=DGr=S 4 6"-8" O.C. MAX IN THE �=Ir=LD 2x RIDGE ONE SIZE LaF�sER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RARER 91ZE A W/ 2'X2"XY9 WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN.(3)12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ 1Cs MIN. (4) loci GUN NAILS DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP FATE 777 2X4 16" O.G. MAX. ® RAFTER W/ 2kd I6' O.G. MAX ® 0 MIN. (3) 12d NAILS OR 6ECURE 2X4 TO WOOD Wn-12d * 6'-8' MIN. (4) 106 GUN NAILS OZ. ST4310ERl=p � 2x RAFTERS �� o SECURE 2X4 W/ 2-1/4' SECURE 2X4 IV PIN Ix8 NAILER SECURE r0 TRUSSES TAPCONS OR DRIVE PIN tA. 64ANCONS SIZE DRIVE PIN (MIN. SHANK SITE .145 MIN. (MIN. SHANK 812E )45 MIN. Gel BELOW W/ HEAD SIZE 30D SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE 300 MIN EMBEDMENT I Ya' IN 8' FLAT TO BLK (3) loci GUN NAILS + EA TRUSS EMBEDMENT I Ys C EA. END NOT E ED W/ CUT NAILS. EA END NOTTO EXC BT. PLA 18 O Ax ARCNUJAI' SIDES: 18' 2x6 GARAGE DOOR BUCK W/ (W RAFTER TO TRUSS MTS-12 Br. PLA E ® VX8" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SO BLOCKING W/ 2'X2'xk WASHER AND NUT PENETRATION SECURE SHEATHING in' CDX SPACED EVENLY FROM FLOOR TO ROOF PECKING OVER 2 BLOCKING in, CDX WITH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS SE T HEATHING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES I-2X6 PT BLOCK * CENTER OP WITH M 2-12d PER OIL — PRE-ENG. TRUSS EA END DOOR HEADER WKI) )j'X8' J-BOLTS EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY o 4' EMBEDMENT W/ 2"X2'X6' WASHER o ALTERNATE R TO 5LK'N 4 CONV. FRAMED ROOF 1 WITH WINDOW SCALE: In"=I'-0' AND NUT. MSTA-24 RAFTER TO 46EG , SCALE: In'=1'-0' BETWEEN TRUSSES SCALE: In =I'-o 2X4 SECURED TO PRE" 1115 UPLIFT GAB NG W/(2)126 NOTES: ® CONNECT1SIGOR TRUSSES W/ TRUSS CONNECTOR VERIFT W/ SIMPSOM HrSMZO ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 loci TO TRU55 / 2X CU D r0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) I/4' x 2 I!4" ^-- SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO CONT T 2)1 EA. UPRIGHT RIPPLE STUDS * 16' O.C. POURED LINTEL a—--'_� GARAGE DOOR MAX » MOO UPLIFT BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 * EA. JACK (2) SIMPSOM HTSM20 \ - - SCALE: In =1 _0" SPAN CHART. STUD, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE L 30 * GABLE A L BLOCKING COX PLYWOOD Zx STUDS * 16' O.G. MAX W/ WFACES OF BLOCK WALL /10 loci TO TRUSS SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" TRU/ 2x4 BLOCKING DOOR WITHIN J' of WINDOW/ DOOR TAPGONS TO CONT \ ' * EA RAFTER 6'-�" O�LNIN�z �7 OPENING OPENING AND SECURE PER POURED LINTEL L-,Io EA NAILING SCHEDULE RAFTER i \H2.5 EA KING STUDS (SEE HEADER \ RAFTER _� SPAN CHART FOR DETAILS PRE-ENG TRUSS �� AND SPECIFICATION) 2x4 RAFTER 4 14 • 24' O.G. ° ° �,�" JACKS (SEE HEADER SPAN CONTINUOUS 2x4 �% CHART FOR DETAILS AND BOND BEAM PRECAST LINTEL q FRAMING a ° SPECIFICATION) (TYP) ° o / CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG JAuc STUD ASSEMBLY To BE ° /' SECURED ONE PLY * A TIME. 5 �� USE 126 NAILS, TWO WITHIN 6' NTS. FROM EACH END i NO MORE N.TS. THAN I2' O.G. STAGGERED I I ° 2X4 DBL. ' OG. MAX -2X4 DBL. 2X4 TOP PLATE In" CLG BOARD In"xV A.B. MIN. 'T' TAP CONS TOP 4 TOP PLATE TOP BOTr TOP PL TE S' TO SECURE TO FRAMING, EMBEDMENMT FROM EACH MIN Z' COVER a NEED MIN 1 1/2', LESS THAN END E 32' O.C. MAX. 2' APART ' 1 1/2', WINDOW MUST BE TYP. INTERIOR PRE-PAB PRE-FAB " PRE-PA6 _FAB SECURED t0 BLOCK DOOR OPENING WD FRAT SP4 OR H5 *TOP AND I/2 CLG. BOARD TRUSS BOTTOM PLATES a EA. FULL TRUSS In' CLG. BOARD TRUSS TRUSS A SCALE: In"=I'-o' In" CLG. SOARp CONT. METAL LENGTH INC. BOTH SIDES TRUSS ANCHOR 2x4 WOOD In' DRYWALL TRACKS, TOP < a OF OPENING. / i 1 RETROFIT NTS. STUDS *16' �** a2x4 BLOCKS LINE OF SLAB O.C„ UDN. YYY In" DRYWALL 1/2" DRYWALL SECURE 2x TO BLOCK W/ (2) ZX4 WOODT• 5 REBAR VERT. IN CORNER BEAD 2X4 GONT. STUDS *16" SS'x3' TAPGONS OR DRIVE PIN SOLID GROUTED CELL STRESS CHANNEL SNAPPED OZ, U.O.N. W_LCKING 2X4 WOOD (MIN SHANK SIZE .14BO / SEALANT < BLOCKING IDSTUDS *24' STLLDS 24' O / 5/8' THICK 3 COAT MID -WALL SECURE BT. PLATE LATER ( . (MIN EMBED. I ) BACKER ROD SECURE BT.—, Ina, Cmu SEE 'X9' TO SLAB W/ 10cl O.C.TY fP�IM WITHIN 8" OF EACH END AND CEMENT PLASTER �\ \\ STRUCTURAL FOR y APPLIED REINFORCEMENT MASONRY MAXNAIL * W�8' O.G. MAX SPACING,. ° DIRECTLY TO PLATE TO SLAB 1n' DRYWALL 3Z'��CCC�� ' 32" O G. MATT D TO EACH MASONW Am µ p r0 FILL W/ loci MASONRY E T NAIL * 32' O.C. 2X4 PT. SID 12' O.C.00. MAX SEE FOUNDATION PLATE a GONC. SLAB FOR DETAILS CONC. SLAB CMU WALL ° n CELL V PER CONC. SLAB _ ° v a n �, PRODUCT a a 4 ° 'x - / FROM MIAMI DADS COUNTY C. SLAB °.— a °' °. a % i X, WEATHER STRIP e Q... o. ,. .. MOULDIWG SEE FOUNDATION FOR DETAILS SP4*32' O.C. MAX G _ xx,i iy ,� . ik �r�` x k AROUND BY L 1—STORY a a Q GALV.STEEL DOORMANUF.) 1-STORY 1-STORY 1-STORY TYP. INT. WALL _ _ _ _ _ F' sT`��DRTTO *a INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS WOOD JAMB W/ S (NO UPLIFT) S (W/ UPLIFT) (NON—BRG.) 3/16'xl 1/4' LAG GALV STEEL OVERHEAD DooR VERTICAL TRACK I' MIN BY OTHERS @,(�NON—BRG.) 8✓ALE:In=1'-0' 8C SGALE:In'•I'-0°BYMAUF.ALE: In'=1' GALE° I/7'='',-r ARCH WINDOW FRAME FASTENED TO SLIDE RO°" TRACK BRACKETS 5GALE. 3/4"=1'-0` W/H4'-20x1n' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: In"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON Mr5-12 PRE-ENG TRUSS PRE-ENG.TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS DBL 2X TOP PLATE 6104*32' O.G. MAX BLOCKING MID WALL 1/16' 0.5$. s 2x STUDS * 16' O.G. MAX, OR'I/16' TIP SHEATHING T U.O.N. SYSTEM (INSTALLED PER MANUF. SPECS.) AND* G w5F OAB �R D 2X BLOCKING D TOP OF FA� SCHEDULE In' GDX ? STUDS R STLLDS TO OOR STUDS 2X STUDS 16' O.C. MAX =, MSTA-36 * 32' 2X STM. PLATE m OG. MAX 3/4' FLOOR DECKING MSTA-36 32' O.G. MAX PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOLLS STRESS BLOCKING MID WALL O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS * 16' O.G. MAX, W/ I14" GAP FROM BLK TO OSB. U.O.N. In' GYP. WL, E D. O HORIZONTAL 2X W-F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO 51:04*32' O.G. MAX SLAB W/ j'x9" ANCHOR Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH a EPDXY 7" EMBED. MIN. ® SHEATHING 4 TOP OF WOOD FRAMED WALL TO BE a ST40,3ENED MIN. OF IS' FROM SHEET BELOW u SIMPSON SP4 * 32' O.G. MAX Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS `J PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR GONV.FRAMED RAFTERS CRIPPLE STUDS + 16' O.C. MAX PRE-ENCzINEERED SIMPSON L5TA-12 * EA JACK TRUSS STUD, BOTH SIDES OF OPENING. MT5-12 2x STUDS * 16" O.G. MAX W/ SHEATHING. SHEATHING r0 BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE / .�- / O PLATE _T/I6' 05.5. KING STUDS (SEE HEADER SPAN GI4AR7 FOR DETAILS AND SPECIFICATION) - 2X4 X4 STUDS 16° O.0 JACKS (SEE HEADER SPAN 1} OS� OR i3TM. CHART FOR DETAILS AND GDX PLY ATTACHED' PLATE SPECIFICATION) PER FAS ER SCHEDULE JACK STUD ASSEMBLY TO BE ON SHEET D2 OR i/16' TIP SHEATHING SECUREDONE PLY * A LIME. SYSTEM (INSTALLED PER TEXT. i=1NISP USE 12d NAILS, TWO WITHIN 6' MANUF. SPECS.) FROM EACH END s NO MORE 2x4 BLOCKING UNDER THAN 12' O.C. STAGGERED WALL STUDS SGURE ETA-16 SP4 OR H5 *TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCxtsSRED BOTTOM PLATES a EA FULL (3) 12d's EACH END " CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING. SHEATHING TO LAP TO STUDS * 16, O.G. 7L BOTTOM OF PRE-ENG'D MTS-12 * EVER STUD TRUSS BELOW_ SHEATHING MUST NOT BREAK I'-4' MIN 2X4 BT. PLATE PROM 2ND FLR LINE. KNEE WALL DETAIL ENTRY 1NT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 — ''� SGALE:In'=I'-0' SCALE:3/4'=1'-0' SCALE: in"=I'-m' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT SCALE: In'=r-0' SCALE; 1n'=P-C' CONTROL DATE: 07/01/15 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U W Imo.. 0 F Q h A S'Llim2m ac T: CREEKSIDE LOT #113 Pmn=T# 04321.113 MOaEMt 4EFB "FLORA" GABAGE SWE": RIGHT PAGM MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I, DAFT ';� 04/06/17 BCALB: 1 /4" =1' - 0" o /I O� A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abde-,4gngroup.com AA #: 0003325 F r h W F V W W � Q � V �^ z 4 � y a 4A Ew, � p F x mummy. ae zjaT: CREEKSIDE LOT #113 FMOJ=T# 04321.113 scam 4EFB "FLORA" OARACM 8wn4 : RIGHT PACM PRODUCT APPROVALS L160 MPH EXP. j ARCHITECT STATE OF FLOMA SEP 2 6 # J. NO Plu"T DATM 04/06/17 DCALM 1/4"=1'-0" NOTE: NOTE. N07=: IF ZIP 514=A71-41NCx SYSTEM IS APPROVED BUILDING: WRAP II° ZIP SI-�IEA71-IINCs 5Y5TEM I5 \ INSTALLED, PLEASE SEE SHALT- EE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING: MEMBRANE MANUFACTURERS 6' 4; VERTICAL LAPS (ROLL MANUFACTURERS FLASHING: (COMPATIBLE W/ HOUSE F ENDS) 4 6' 44 HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO 5E TAPED LATH VERTICAL LAP TO 5E I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. u WITH FORTIBER SHEATHING: TAPE FLASHING: TO EXTEND ONTO PIPE ` / \ P OR LESS PIPE 1 `x,; i1 6'x6' SELF -ADHERING: MEMBANE R PIEFOR`4ED CONTROL JOINT i �' THICK, 3 COAT CEMENT PENETRATION 'I FLASFdINGs !COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF GCNTROL JOINTS T "� � PLASTER / \ �� SELF -ADHERING: MEMBRANE �/ V FLASHING OVER APPROVED BE WIRED TIED TO LATH a call WRE, LAYER 02, FORTINEER r. O.G. MAX (VERT-). NOTE: DO BUILDING: PAPER I MIN. LAP m METAL LATH � � A HOUSE WRAP. Gs TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO / \ \i WALL EVEN IF STUD EXISTS-� BEYOND EXCEPT STAPLES WJ APPROVED METAL LATH V %" LEG: MAY ISE USED TO TEMP. FASTENED ®T' (VERT.) O.C. MAX X INX SECURE CONTROL JONT AT SUPPORTS X X X I DURING INSTALLATION � � CUT AND OVERLAP ONE SIDE OF WIRE, LAYER M, z— METAL LATH SELF -ADHERING: MEMBRANE CUT AND OVERLAP ONE SIDE OF FLASHING SELF-ADHERINGz MEMBRANE FASTENERS To eE I! Ea;) stucco WRAP STEP �I SEEP *2 FLASHING • l" O.C. MAX VERTIGALLT � WOOD SHEATHING % WRB LAYER M,' THICK 3 COAT CEMENT OR'1/16' ZIP SHEATHINCz �' PLASTER STUCCO LAYER M, 5YSTEM STALLED PER STUCCO WRAP STUCCO WRAP MANUF., , C5.) METAL LATH MIN PAPER LAP BELOW ONLI"- _ 7// EuR5 LAYER 02, UILDIrs PAPER RTIFIBER I pLNCsArPHAPERWRIB LAYER 02, IFIBER WIRE LAYER P FORTIFrEER A L �. �BUILDINCs PAPER i USJRBCGO WRAP LAYER M, 6'x6' SELF-A.DHERINGa MEMBRANE FLASHING: OVER 4'x4' SELF -ADHERING: MEMBRANE \ INSTALL FASTENERS (CLIPS, FLASHING: OVER APPROVED HOUSE WRAP. c-AP MIN. WOOD SHEATHING: STRAPS, STAPLES) AS LATH SHALL NOT OR 1/16' ZIP 51-IEATHINrs FLASHING: TO EXTEND ONTO PIPE THROUGsH CONTROL CONTINUOUS6 1N.8. � MIIN / 1 SYSTEM (INSTALLED PER IPE/WIRE TO FRAMING: 4"x4" SELF -ADHERING: MEMBRANE M UF. SPECS.) JOINTS BUT SHALL FLASHING: OVER APPROVED BE STOPPED AND HOUSE WRAP. TIED AT EACH SIDE. ]'MIN LAr FLASHING: TO EXTEND TO PIPE PER ASTM GI063 PROVIDE 2X4 BLOCKING LAP, • o,ER � i.10.1.4 PLACED FLAT MAX 6 TO B" — — ALL LAP FROM CONTROL JOINT WHEN T. 5EAD OF SEALANT NOTE \ / CONTROL JOINT FALLS ON 2 APER LAP INSTALL APPROVED OUSEWRAP AIR /� STRUCTURAL STUD SCALE: I I/2'=I'-0" I. FASTENERS FOR LATH TO BE NAILS OR INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM CI063 �, 2. WIRE LIES TO EE (NO. IS) 0,0475' WIRE / SHEATHING: ELASTOMERIC COATING OVER STUCCO/ 3. BLOCKING: SHOWN MAY EE IN ADDITIOr G.V. FINISH (SEE TYP WALL SECTION) TO WALL STUDS REQUIRED PER PLAN / \ x VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER FBC R703.6.1 Exterior lathing and plastering y NOTE: 5HEATHIN@ Exterior use of portland cement plaster SIDE LABS OF METAL OR 7116' ZIP SHEATHMGs SYSTEM I shall comply with the application PLASTER EASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A, EE SECURED TO BUILDING NOTE: y� �� FRAMINGMEMBER5. PAPER �'� pv' IF ZIP SHEATHING SYSTEM 15 Installation of exterior lathing and framing O M TYPE CONTROL JOINT THEY ETWESHALL PPORTS INSTALLED, PLEASE SEE shall comply with ASTM C 1063 12A. WITH 0.0415-IN. (1,21-MM) STUCCO Y" LAP a LATH MANUFACTURERS WIRE AT INTERVALS NOT 3" LAP a P=PER INSTALLATION PROCEDURES MORE THAN 0' (229-MM). AS PER 457M C1063 ( ) I. FOLD NWARD • PT. A O I. FOLD NWARD • FT. A T T ® 2. GREASE . PT. B ® IK r II.( O U 1 NOTE: FOLD ® �L DETAIL jj'��JL 1 ��jj FOR REPAIR OF TEARS HORIZONTAL LATH ®� JV E A I JLJ IN Wry LAYERS, TEARS ` MAY EE PATCHED & PAPER DETAIL W/HFIER M E WRAP TAPE . PER MANUF, SPEC, OR FOLD PEEL 4 5TIGK • 48• �Y ® ` 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR LFOLD L FOLD 0 PT LOOID SHEATHING Pr. A nwa�o2. CREASE '� B A UJRB LAYER #I, 2. CSE "*' s 3. GREASE . PT. C STUCCO LURAP 3. CRREAEASE PT. C i. 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES CM rLAWse THICK, 3 COAT CEMENT ® PLASTER LEE N 1� METAL LATH ®® �� LAP LURe 4 TAPE OVER D fRA I NAC;E FLAN (WJ R5 FOLD ® ROOE/WALL SCREED •'IT, BOTTOM FLANGE WATfR TIG411' NOTE: SEAL FOLD, QQ IF ZIP 5I4EATHING 5Y5TEM 1ST Z 5"X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE GALV. METAL FLASHING MANUFACTURERS Z INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT � � (NAIL TO ROOF DECK, NOT 5U' I L D INCH PLASTER WR5 LAYER 02, FORTIFIBER WALL SHEAT—IINCS) BUILDINGPAPIER / CAP SHINGLE - DO NOT NAIL, � 74L LA77 4 X X X X WRB LAYER M, INSTALL UJITH ROOF CEMENT STUCCO WRAP LAP LAYERS OF 'WILDING �NAILING FV sroP ISM >C IABOVE I 5z8 WALL FLASFIl1G m SHINGLE ROOPING LJOOD 5�4E ATH I NCB OR ZIP 5NEATI41NC; 5Y57'Etl KICK-OUTFLaeF+4rsreEe (INSTALLED \PER rlA\L1r.5PEGS.) DETAIL) y NOTE: 5 LF—A�/HE5I,E FLAeHING — ,,. � IF ZIP S!-4EA71.41NG SYSTEM IS NOTE: INSTALLED, PLEASE SEE �� LATH® ��C MANUFAC7URER5 FELT LNDERLArr�Nr INSTALLATION PROCEDURES � �.� A ---- WATT TIGHT SAL <�xD ae eoLDERDONOT Cur � M4_tE; Ir18ra.1 actcouT fR103.(o.1 / A57'l C-547-0g/ r�1IN. 2.�5 L85. FLA&-ING AT BOTTOM OF ROOF 4 DRIP I /7RjF FRDOFNG EDGE, OVERLAP 3' %� WALL NRS}}��rEECTIGN6 EIR 5Q. *T'AF�D CV1T I LIT'' OiR NQlIINAL {i EXTEND 1/2' BELOW /A� �` l� SFIEAT14MG. MECHANICALLY FASCIA WRAP ,.._. A T H DOES NOT 1 I E E T 5 F E C I� I C A T ION 5/\) FASTEN 4' OL. MAX N.T.S. A R C H IT EC T S Nsi-gn P 1Ou Inc. i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744,078 www.abrdesigngroup.com AA #: 0003325 F W W v IN F 0. v W A F A BLTHDZV. A ErOT: CREEKSIDE LOT #113 PMOJZCT# 04321.113 21 ODSM4. 4EFB "FLORA" GwRhGR OWING: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA � zytj 04 /06 /17 SCALD: 1/4"=1'-0" 1 4V'A1 c�o�� A R C H I T E C T S NOTE: IF ZIP SHEATHING SYSTEM IS INSTALL 6' SELF -ADHERING 5TUGCO INSTALLED, PLEASE SEE MEMBRANE FLASHING OVER FINISH MANUFACTURERS TOP, 4IDE(5) AND BOTTOM FLANGES OF NON -MOVABLE (o" SELF AD WOOD CONSTRUCTION 7/16' ZIP SHEATHING SYSTEM INSTALLATION PROCEDURES FRAME OF THE EXHAUST. OVER TO SI S -1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS) OR SQU�NCE OF PLASHING TO BE: I. BOTTOM 2 61DE5 3. TOP (IN5TALLED PER MANUF. SPECS.) OR X VENT GAP IS t0 BE SET IN BED SE WOOD SHEATHING Woop SHEATHING WRB LAYER "I, OF SEALANT AT TOP AND HI I. # SIDES ONLY. SEALANT 15 TO BE WRB LAYER I, x STUCCO WRAP ' COOLED 50 AS t0 DEFLECT STUCCO WRAP WRB LAYER 02, FORTIFIBER WATEfQ AWAY FROM JOINTS. MANUF. DRYMETAL LATH ER ' BUILDING PAPER LURE LAYER #2 FORTIFIPER E_Z BEAD ALL AROUND WooD p X VENT -APPLY SEALANT ALL VENT GAP (SET IN BUILDINGS PAPER CONSTRUCTION BACKER ROD ANT At PERIMETER OF i/a' tExtuRE� NNISH ® WOOD X JOINTS AND INTERSECTIONS ACONT. SEALANT)��' ,' jl PPLY SEAL �— NON -MOVABLE YsFRAME AND STUCCO FASTEN to WOOD STRUCTURAL ON ALL SIDES." CAULKING w JOINT SEALANT* MEMBER ®i" O.C. MAX �° THICK, 3 COAT CEMENT s" CMu }; ALL AROUND TOP SIDES 8 Ye' TO )J" MID --WALL PER FSC R703.6.1 PLASTER WEEP SCREED Exterior lathing and plastering % � BACKI R ROD I Exterior use of portland cement plaster 1 �a I i DRYER VENT (BLOCK) /8° To Y$° MID -WALL shell comply with the application WEEP SCREED X roquirements of ASTM C 926-12A. 6" WIDE STRIP SELF 1 ADHESIVE FLASHING, GLEAN X Installation of exterior lathing and framing MASONRY BEFORE APPLYING Xshall comply with ASTM C 1063-12A. 6 SELF-ADHESIVE TEXTUWRB LA"=_R of, r + FINISH M I=LAST-41NCx FINISH ®MA9pNRY STUCCO WRAP �x X 400fiED VENT OOVER( UGK ER IWUOALL 1=RAMED HORIZONTAL WEEP SCREED j' =1GK, 3 COAT CEMENT FLASH" r — — — 9 (FRAME TO BLOC P_AS�ER HORIZONTAL WEEP SCREED METAL LATH — PIPE THROUGH � (FRAME TO FRAME) gjR6 LAYER 02, FORTP BER WALL %%� NOTE: BUILDING, PAPER NOTE, IF ZIP SHEATHING SYSTEM IS Woo» SHEATHING% INSTALLED, PLEASE SEE // IF ZIP SHEATHING SYSTEM 15 INSTALLED MANUFACTURERS PLEASE SEE MANUFACTURERS DRYER VENT (FRAME INSTALLATION PROGEDURS 6 � INSTALLATION PROCEDURES 6" SELF ADHESIVE � FLASHING (INSTALL PER MANUF. SPECS.) Oil OR I/*- ZipSplEATHING SYSTEM BUILDING PAPER !INSTALLED PER MANUF. SPECS: WOOD SHEATHING UNDER "QUICK FLASH" WRB LAYER #I, WRB LAYER', NOTE: Cut OPFENING IN STUCCO WRAP Stucco WRAP IF ZIP SHEATHING SYSTEM IS APPROVED HOUSE:WRAP WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES CUT "X" INTO \X CONStuctlCN w WRB LAYER #l, `SELF -ADHERING A VENT PENETRATION MEMBRANEFLA5HING �' METAL H STUCCO WRAP SCALE: N.T.S. a\�• . APPLY SELF -ADHERING a' cMu V L ASI\ MEMBRANE FLASHING 6 IS AND I 1 WOOD SHEATHINCz OVER BOX AND OVER h' MIp-WALL APPROVED WRB LAYER EEi= SG,E. e T E F# 1 I 5 T; 2 6' WIPE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED HOUSE:WRAP WRB LAYER "I, Z FLASHING BELOW STUCCO WRAP ELEC. METER FIELD VERIFY LOCATION ELEG. METER FIELD STONE VENEER VERIFY LOCATION CUT SUCH THAT APPLY 'D' MIN 8E LF-ADHE RING OVER 5CRATCH COAT MEMBRANE PLASHING N - — - NO MEMBRANE _ GRADE D PELT OVER ENTERS BOX, APPLY STUCCO SCRATCH COAT EDGEY to FACE PLASHIING OVER EDGE 7C ELEC. HOUSEWHORIZONTAL WEEP SCREED r AND ONE CI) LAYER OF PAINT HOUSEWAPROVD W STONE VENEER PRIOR TO IN5TALLINGS RAP / METER WRB LAYER 02, FORTIF15ER BLOCK) BUILDING PAPER (FRAME TO ; CAVITY TO BE FILLED i % WITH RIGID POLYMERIC 5T �T � //� , / ISOCYANOTE-POI�YBLEND I=OAM LE G E ��J ( HGREAT STUFF OR SIMILAR) EF APPLY COATING O IA SILICON LAE COVER DRAINAGE PLANE (LURE BASE SEALANT AT POINT x STUCCO/ C.V. FINISH LAYER #I, STUCCO IURAf=) THAT ELEC. WIRE PENETRATES APPLY" E-Z BEAD .°.°.°.° (SEE TYPICAL WALL OVER 6fd MIN ° • ° • ° • ° ° SECTION) LURE LAYER *2 (PORTIFIBER — — — — — AREA TO RECEIVE GRADE D .;I METAL LATH BUILDING PAPER) STUCCO SCRATCH GOAT ELALANT TDAE L0. 1" IETAL LATH X--X—X—X 4 1 GOAT OF PAINT W/BAC° K- JOINtS AND °a ROLL PRIOR TO ��— INTERSECTIONS o'.°.°. •°•°•°•O STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD 6HEATHING T. �� '�% METER CAN OR METER CAN OR i/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) D 15GONNEGT� SELF-ADHESIVE FLASHING — — — — NOTE: ELECTRICAL RECEPTACLE I"fETAL LATH: LATH TO EE PER 1=EC ELECTRICAL CONDUIT R103.6.1 / ASTt'-1 C-a4rt-0g, MIN. 2.r5 LE6. PENETRATION PER 5a. YARD (UTILITY OR NO-IINAL LATI 4 DOES NOT MEET 5F'ECIFIOATION6) Nsig!n i®U Ina. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h w U W 0 0. A N A r vaasv. ae soT: CREEKSIDE LOT #113 FMOJ =# 04321.113 MODMA 4EFB "FLORA" GAEtAGN eWING: RIGHT PIIGB.: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA U 04/06/1"7 1 13CA&M 1/4""=1.-0" 1 W o�� EXT. WOOD FRAMED COLUMN SHEATHINGS WOOD SHEATHINGS WALL WRB LAYER "1, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING �BARRIER "I WOOD WRB LAYER 02, FORTIFIBER METAL DRIP EDGE BARRIER °2 CONSTRUCTION BUILDMGs PAPER PRE-ENGS'D TRUSS FINISH LAYER (2 LAYER gEt fN FULL BED OF WEATHER RESISTIVE �,� i PEEL STICK) 3/a' HAT CHANNEL E THICk, 3 CoA EMENt WEATHER RESISTIVE 6" PEEL ` 11 SEALANT, Yz" MIN. / ro" SAP. W/5/s° TYPE 'X' DRYWALL PLASTER BARRIER "I SPACE FROM DRIP PEEL E STICk 6' SAP. P P SCREED WEATHER RESISTIVE STICK DRIP , TO S T INCS H WEEP SCREED BARRIER #2 EDGE TO FACE t0 TREX I Nz"x3" 'L' FLASHING '~~' CHICK, 3 GOAT GEMENT� DECK FULLY EMBEDDED WOOD SHEATHING IN PLASTER „ �� ya11 GAP FOR BACKER / __ IN ROOF CEMENT V RIES I' X 3' Z6 GA. GsALV. METAL LATH METAL DRIP EDGE WRB LAYER 01, ` I ROD E SEALANT ya" GAP FOR BACKER J SET IN FULL BED OF ` I V><1 3/a" P.T. OR SIMULATED SEALANT,14" MIN STUCCO WRAP WOOD SHEATHINGS WOOD (TREX) FILLER, ROD t SEALANT-, VINYL CASINGS BEAD SPACE FROM DRIP THICK, 3 GOAT GEMENt CONTINUOUS FACE TO TREX WE RESISTIVE PLASTER ` k+" SELF-ADHEREING WATER PROOFING Is �\\ WEA R SISTIVE VINYL CASINGS BEAD BARRIER "1 AM66-WFWG-780 GUSTO SINGS A ::^ram ` ` — FLASHING WRAPPED EXTERIOR GRADE LAYER (2 LAYER PEEL # R "I , W RESISTIVE A TOP OF WEEP SCREED DRY WALL AtH SIStIVE WATER PROOFING let SLICK) WRAPPED FRO l RIE 02 TO SHEATHINGS BELOW - BALCONY DECK t0 R i 02 LAYER l2 LAYER PEEL XT I COLUMN WRB LAYER "I, "THICK, 3 GOAT CEMENT CANTILEVER "' T j t STICK) 11-caner' 4v1c* e�m' N SHEATHING 4° POSITIVE DRAIN STUCCO WRAP WEEP SCREED PLASTER 6" PEEL E STICK VINYL CORNER BEAD E MEMBRANE, DRIP EDGsE to DECK �� PEEL t 5TIC 6' S.AF. i WRB LAYER #2, FORTIFIBER VINYL CASINGS BEAD SUB FLOOR END OVER DRIP ' BUILDINGS PAPER NO (SAP IN FIELD EDGE (SHOWN FOR CLARIFICATION OF FULLY EMBEDDED IN /- - --- SEPARATE ACCESSORIES ONLY) ® 3 X 3 2(o GSA. CSALV. SUB FLOOR ROOF CEMENT METAL DRIP EDGE � i-- -- --,-- ------ -- - :- __ SET IN FULL BED OF rr FLASHING CORNER OF WRAPPED I VXI Y4' 4.T. R SI ACED SEALANt,V MIN. I Xz X 3 26 EDGE ( SELF-ADHEREINCx I METAL DRIP EDGSE WRB LAYER "I, j0N O ( REX) ILL R SPACE FROM DRIP SEt IN FULL BED OF Stucco WRAP ` - N S FACE to tREX 4' POSITIVE DRAIN "XI T. OR SIMULATED r OD TREX) FILLER SEALANt, J4' MIN. NTINUOUS SPACE FROM DRIP ,I 1 � VINYL CASINGS BEAD = � /FACE to TREX AMIGO AMbb-WFWG- ism .� /2 WEEP SCREED FOR BACKER CUSTOM CASING BEAD ` � �rt D < SEALANt WATER PROOFING Ist GAP rCFI SH LAYER (2 LAYER LAYER (2 LAYER PEEL d yOPT BACREROD�T VINYL CASINGS BEAD CANT 1 LE V]E R R II PEEL d SCENT STICK) WRAPPED FROM WATER PROOFING Ist MODIFIED 1(0 3/4 RESILIENT BALCONY DECK t0 LAYER (2 LAYER PEEL < NO (SAP IN FIELD 1 O HAT CHANNEL CANTILEVER 3/4 RESILIENT i STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: T VINYL CASINGS BEAD" THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF Z1fP SHEATHINGS SYSTEM IS D PLASTER VINYL CASINGS BEAD i' CASING BEAD INSTALLED, PLEASE SEE CANTILEVER n T METAL LATH 8' THICK, 3 GOAT CEMENT MANUFACTURERS 10A DTL. ® CANT. INSTALLATION PROCEDURES LE 5/8' TYPED DRYWALL WOOD SHEATHINGS PLASTER WEATHER RESISTIVE W/tEXtURED < PAINTED BARRIER 01 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1/2'=1'-0" FINISH WEATHER RESISTIVE FINISH URED E PAINTED _ h , WOOD SHEATHINGS J" THICK, 3 GOAT GEMENt BARRIER "2 FINISH PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER WEEP SCREED DR P VINYL CORNER BEAD NO (SAP IN FIELD NOTE: LATER *I, STUGGO WRAP y- LATH: tI I t VINYL CASINGS BEAD NO (SAP IN FIELD VINYL COR`lER BEAD (SHOWN FOR CLARIFICATION OF 1�E AL �.._.A I H: LATH H I O 5E PEfR F5G (SHOWN FOR CLARIFICATION OF VINYL CASINGS BEAD SEPARATE ACCESSORIES ONLY ILRB LAYER 02 (FORTIF—IPER — — — — — SEPARATE ACCESSORIES ONLY) P � SQ. `I'Afi`D CUTILfT�' OR NOl"II1�lAL BUILDING; i='AFER) BALCONY DRIP BALCONY DRIP l�Ai+-� D0E5 NOT 1"CET SP�CfFfCATIONS) 1�ET,�,L LATE x x x x 11A EDGE INSTALLATION_ 11C EDGE INSTALLATION C� COLUMN (W/" L" FLASHING) SCALE: NT5 NOTE: — WOOD GtION STUCCO WOOD SHEATHING NOTE: IF ZIP SHEAt INGS SY E ISOR IAW ZIP INSTALLED, PLEASE E lINSTALLEDPERMANUr.S�GBJ IF ZIP 5H4EATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFAGtU RS — TH R ISTIVE 2X FRAMING MEMBEf� WRB LAYER 01, — MANUFACTURERS INSTALLATION PROCE RES I I,000D S�#EATd� INS 'i. �/ STUCCO WRAP x.�� INSTALLATION PROCEDURES 3/4 HAT GHANIENT HER NEL BARRIERSIStIVE S LR—.4DI SIV� I=L.4SI INC / PLAS R3 COAT CEMENT 02 WOOD SL�EATHING R 02, FORTIFIBER VINYL CASINGS BEAD WRB LAYE' '- _ THICK, 3 COAT CEMENT i / BUILDINGS PAPER; r PLASTER 2 1/2" CORNER BEAD M x ' WRB LAYER #1, 5/s" TYPE 'xi ALL METAL LATH FASTENED TO SHEATHINGS ; 1 W/tEXTU PAI WoO� SHEATHINGS 1 " O.C. MAX. METAL LATH I I STI�CCO WRAP FIN! az7 z08NEATFiRYssrsre+ x-=x—,x. cnreTALLm tt. .slecsr I g' T�4(CK, 3 COAT CEMENT i i Wf B LAYER s2, 1=0RT11=1BER C2) 2xi2 1�EADER PLASTER i BUILDINGS PAPER HI At CEMENT � �• x WRB LAYER #1, " METAL LATH �o SELF-AD-4ER11�(Cx- 4' POSITIVE DRAIN ' I VINYL CORNER BEAD WEEP SCREED JJ STUCCO WRAP FLASHING: J X I ~� !EXPLODED J" THICK, 3 GOAT CEMENT VINYL CASINGS BEAD NO (SAP IN FIELD WOOD SHEATHINGS (SHOWN FOR CLARIFICATION OF + ' VIEW FOR PLASTER I ' 1 SEPARATE ACCESSORIES ONLY) ' CLARITY) METAL LATH DRIP GAP I III DRIP EDGE / k� WRS LAYER "2, FORTH=IBER 11 INSTALLATION BUILDING; PAPER WINDOW FLANGE NOTE: /'� �'�pp "�'� ��pp ��pp �y WRB�LAYER "1, A / IF ZIP SHE HINGz SYSTEM IS WOOD GONStRUCItON � � � C O JL1,NE JLe BEAD � FJC2 AM STUCC WRAP INSTALLED, PLEAS SEE MANUFACTURERS WEATHER RESISTIVE 2 1/7 II INSTALLATION PROCEDURES WR5 LAYER "2, FORTIFIBER BARRIER M CORNER BEAD WEATHER RESISTIVE (FASTENER SPACINGS �" O.G.) BUILDINGS PAPER BARRIER "2 METAL LATH VINYL CASINGS BEAD ' THICK 3 COAT CEMENT \ ' PLASTER �' THICK, 3 GOAT CEMENT METAL LATH PLASTER 5/8' TYFEi"X' DRYWALL W/TEXTURED E PAINTEC ' FINISH �i�'a 1+ srsr=_r 6 "SELF-ADHIERfNCs THICK, 3 COAT CrMENt t a avuF. sPecs� FLASHING mu , PLASTER %11 THICK 3 COAT CEMENT VINYL CORNER BEAD VINYL CORP. 4" Di�iP CAP r _ POSITIVE DRAIN PLASTER APPLIED CEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASINGS BEAD NO GAP.N FIELD (SHOWN FOR CLARIFICATION OF �p SEPARATE AGCES50RIE5ONLY) 14B CORNER, BEAD -%(O� BLOCK �5B CASING BEAD @ WINDOW 11EDRIP EDGE INSTALLATION (FRAME, NO BAND) ARCH I T E C T 8 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #_ 0003325 F Qq ol W v 0 F 0. U w A F A x BVI DM. Ae LOT: CREEKSIDE LOT #113 PROJECT# 04321.113 MODS 4EFB "FLORA" GARS 0911AQG. RIGHT PAGI& WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA LIZ, W60 FA VA 8CAL h. 1/4"=1'-0" 1 FINE u NOTE: IF ZIP SI-4EAtl-IINCs SYSTEM IS ------------------------------------ -- ------ w - - --- -----III--------------------------------- INSTALLEp PLEASE SEE Y4" GAP T� P" THICK, 3 GOAT CEMENT WOOD SHEATHING CASING BEAD / P R ,�' a THICK, 3 COAT CEMENT MANUFACTURERS TO Trill / TAL ATH PLASTER ji SEALANT INSTALLATION PROCEDURES 1X TRIM MEMBER METAL LATH WRB LAYER "I, a STUCCO TO �' �� STUCCO WRAP xi SIDING TRANSITION `, LAYER 02, FORTIFIBER r � WOOD SHEATHING UILDING PAPER 1 WRB LAYER "2, FORTIFIi3ER SIDING �— WOOD 51-4EAtHINCs BUILDING PAPER WRB LAYER #I, WINDOW FRAME I 1 STUCCO WRAP --------------------- ------ ---- METAL LATI-I .'. `------------------------------------------------------- WRB LAYER 02, PORTIPIBER " THICK, 3 GOAT CEMENT ; WRB L YE WRB LAYER '"I, BUILDING PAPER WRB LAYER #2 EORTIF1BER St G \ STUCCO WRAP PLASTER — ��: BUILDING PAPER \ - BEAD VINYL CASING 6"SELF-ADI IERINCs ` CASING BEAD CW/3/a" FLEXIBLE PVC BACKER ROD) FLASHING ; METAL LATI-4 ED (EXPLODED % THICK, 3 COAT CEMENT VINYL ANG \— �" SELF-ADHEREING I L VIEW FOR PLASTER Cr FLASHING OR PEEL � t STICK CASING BEAD l CLARITY) S D N TO S T C C V \ WRB LAYER 01, STUCCO WRAP, ;) WRAPPED AROUND FRAMING CASING BEAD /� MEMBER 6" SELF ADHESIVE FLASI-IING DRIP CAP-18 .,� (CROSS SECTION) WINDOW FLANGE WRB LAYER 0, -�"� ~ — j ri \ WOOD SHEATHING I v STUCCO WRAP r 2X FRAI "LING �. VINYL ANGLED / \ WOOD CONSTRUCTION ` MEMBER DETAIL BELOW EXPLODED i �ASNG B YOND WOOD SHEATHING FOR CLARITY i WEATHER RE515TIV� \ WRB LAYER "2, FORTIFIBER i BARRIER 01— '-----------------BUILD(\ PAPER SISTIYL -------- ARRER02----- METAL LAT14 I !� 1 ° x tYs° LAP SIDING X/ REVEAL r ( 6"SELNG DHERING----------- -------------------------- " PN ll i , 6'.SELF-ADHERING , r r--------------------------------------------------- ILTHICK, 3 GOAT CEMENT n r FLASHING 4 F, T" TI-41CK 3 COAT CEMENT PLASTER WEATHER RESISTIVE��`1" $ --- �� BARRIER »�INS 5F D PLASTER 6 "SELF -ADHERING \\ .� ' i STARTER STRIP— \ BARRIER RESISTIVE / SEALANT j JJIN� METAL LATH \� FLA5HING DO NOT CAULK O I I \� �r 6" SELF -ADHERING A OPENING ( / FLA&HINGAL i GALV'D METAL 1 DRIP CAP_ z�P� z' FLASHING LA ER 02, FORTIFIBER r DO NOT CAULK OR / UIL G PAPER WINDOW FIrANGE — 11 T MUL TED r SEAL OPENING WINDOW FRAME 5T CASING— �� OOD 51-IEATH NG CASING BEAD 0 WINDOW » �� 1 Y' X 6' SIMULATED W�OD TRIM MEMBER (FRAME W %BAND) \ SEAL GAP W/GAULKINCs I ° OR APPROVED SEALANT (15C A n•nnnn • \ :STUCr_0 CASING BIDING TO STUCCO \ WRB LAYER "I, BLOCK TO FRAME ` STUCCO WRAP IF ZP SHEATHING SYSTEM 15 TRANSITIONS, � WOOD SHEATHING INSTALLED, PLEASE SEE 6" WIDE PEEL E STICK MANUFACTURERS % \ OVER FLANGE INSTALLATION PROCEDURES I METAL LATH, WINDOW FLANGE A� NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER 1=5C I 2X FRAMING FLEXIBLE PVC BACKER ROD) I WRB LAYER #I, R703.6.1 / AST(( C-,547-0(9, MIN. 2.5 LBS. MEMBER % / STUCCO WRAP ILOOD SI4EAT�IINC PER SQ. YARD (UTILITY OR NOI"IINAL \ "APPLY FULL BED OF SEALANT BETWEEN FLANGE E BUILDING WRAP ' LATH DOES NOT MEET SPECIFICATIONS) BUILDING—'� WRB LAYER 02, PORTIEIBER WRAP , BUILDING PAPER ' �� v #� OYDO� CONSTRUCTION 6' SELF -ADHERING g" THICK, 3 GOAT CEl"1ENT r `,�J TI I I WOOD SHEATHING FLASHING PLASTER - SiUGCO IUR�' WEATHER RESISTIVE wEaTHER RESISTIVE ' WEATHER RESISTIVE rr/ \ 6ARRIEABOvE TOP II II IIaa ^^ �/ p p BARRIER 01 ,/ \ z ASHINGEZ BEAD WINDOWCASING WII\I I5 Lim EfR #21 fOfR7IFI5EI\ lIJ%6REVEAAP51D1NG r/r 1 IL16. BUIL,DIN� FAFEIR ' r IER�sISTIVE VINYL ANGLED 6 SELF -ADHERING z I\ =� ' FLASHING CASING BEAD \ E WER RESISTIVE t'IETAL L AT�4 STARTER STRIP VINYL CASING BEADS \ GALV'D METAL 20 NOT CAULK OR I I 'Z" FLASHING 3 � II TH I GK 3 COAT GE1" IEN�fi SAL OPENING \ � � � SDO NOT CALLK EAL OPENING OR (EXPLODED s - LE E N /� p GALV'D METAL VIEW 1—OR PLA `�PR Z' PLASHING 15ARRIERRE515TIVE BARRIER "I TO LAP TY) I X 6' SIMULATED 6" MIN. ABOVE TOP CLARI 40p TRIM MEMBER OF 'Z" FLASHING I \ / ,� I Y' X 6' SIMULATED DRAINAGE PLANE (WRB W!%' FLEXIBLE WOOD TRIM MEMBER LAYER #1, STUCCO WRAP) HACKER ROD) \ / i ' SELF -ADHERING L8ISDHERI\ , / PLASHING PA1-NCWRB LAYER 1*2 CI=0R71=15ER 1i` THICK, 3 GOAT \1 SEAL GAP W/CAULKING CEMENT PLASTER \ OR APPROVED SEALANT 5UILD ING PAPER) WEATHER RESISTIVE \ WEATHER RESISTIVE /� /� BARRIER M BARRIER w METAL LATH X—X—X—x CASING BEAD � � AIC 11 + D BATHER RE515TIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO IPy /� BAND (F' AME) SIDING TO STUCCO u�ATHERRESISTIVE f A C FRAME TO FRAME BARRIER 02 WOOD SHEATHING SCALE: 1 1/2 " =1' -O ° TRANSITION OR i/19;" TIP SHEATHING SYSTEM 1 n (INSTALLED PER MANUP. SPECS,) — — e7 SELF-ADHESIVE FLASHING A R C N I T E C T S .L'41+1 N. KUIVHLU KLAUAIN ISLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 Aq F 0. V cq q F A ti stmay. 7 LOT: CREEKSIDE LOT #113 Pmn=T# 04321.113 DdODAMs 4EFB "FLORA" c'AP.AQE OWMc: RIGHT PAQM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE CP FLCRIDA awT 04/06/17 BCAioM 1/4"=1'-0" an i q �!0 O�� t CUT HOUSEWR. AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATH41NG OVER WD STUD WALL INSTALL SELF -AD FLASHING NAILRNG JAMBS EXTEND 1' BELOU FLEXIBL DO NOT FIN STEP 1 TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UND at HEAP FOLD HOUSEILII IN AT JAMBS A SLOPE SILL R NSTALL 6' SELF-ADHE =LASHING C VINYL HEAL 'LASHING (I DAMS) NAIL =LANGE EXTEND SELF-ADI-E =LASHING I' BEYOND Jo =LASHING NSTALL VIA CAP ALIGN FLASHNG W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FAWNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE APPLY 46' NOM. :ONTINUOUS BEAD )F SEALANT AT AMBS AND HEAD or 1PPLY TO BACK OF JINDOW NAILING 'LANC;e IN LINE W/ DRE-PJNGHED 4OL" OR SLOTS. STEP 4 FOLD DOLLN DIAGC ACRO WINDO IDE ADHESIVE :XIBLE FLASHIN VER DRIP GAP EGTO-WRAP EQUI V) WINDOW ]FLASHING INSTALLATION D E TA_[LS (FULL W�A]P ) NOT IF Z f F' S�4ATT 4 f N 5� ST 1l 15 f NSTALL F.), F=)fROCEID5 u INSTALL PLUMB, l AND $a MANUFAC WRITTEN INSTRUCT Y 6X5 NG DINT OI. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE GOI'1PAtIBIL1TY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION 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 R C H I T E C T S � LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W U W 0 0. v h A q F ti svmz . dt LOT•. CREEKSIDE LOT #113 PYTMJ=T# 04321.113 3LOD� :] 4EFB "FLORA" a'aca $ swnvc�: RIGHT PAQZk WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLONDA DAT3 .. 04/06/17 SCALM 1/4"=1'-0" SIFT WA5 2x6 5U5-5ANb W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK DRIP EDGE 1/0" TEXTURED FINISH a WOOD 5/8" TEXTURED FINISH s CMU METAL FA METAL FASCIA \ O WRAP Ys" FROM \ STUCCO, I" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE.- NOTCH FOR 2X& SUB BAND ONLY ROOF <lc:< OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL - NOT INTO STUCCO) x ( )EL=EvATION /1� —s" 3-GOAT PLASTER �-2x(o SUB -BAND W/1"x4" NOTCH 'a END, WRAPPED IN PEEL 4 5TICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH a UJOOD METAL LATH WOOD SHEATHING: L1R5 LAYER 01, 5TUCCO UJRAP UJRB LAYER 02, FORTIFSER 5UILDINGs f APER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5NEAT4 41NG PLEASE SEE MA PROCEDURE5 PRE-ENG'D TRU55 TO BE CUT -a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -sa" SCABBED TO TRUSS W/126 NAILS ("-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH .8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL Q WALL SUB BAND DETAIL Cap 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 w END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYIIX4" NOTCH -s END, WRAPPED IN PEEL 8 STICK #ROOF CEMENT 10 ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S Nsign Group nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wrwwa.a bdesi gngrou p.com AA #: 0003325 N w U w a F 0. U w a ti a �sysaiv � zoT: CREEKSIDE LOT #113 PMJMT# 04321.113 XODzu 4EFB "FLORA" aABAGN ®WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: USUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 13271 DATE: 04/06/17 SICALM 1/4"=1'-0"