Loading...
HomeMy WebLinkAboutBuilding Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 sommmmm 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH •EXPOSURE — C •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES I SQI.FT. CALC.'S I PLAN REVIEW I DATE I CHECKED BY: LIYINj 1I328 SQ, T. GARAGE 430 SQ. I=T. ENTRY 16 SQ. ET. LANAI SS SQ. I T. TOTAL 2362 SQ. FT, L m ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE Mm MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. 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.H. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PIT. ATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TOTED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP, DEEP HER REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL, DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SLIT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SCR EXT. EXTERIOR SL. SLIDING F.G./FX . FDRED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR, FRENCH DOOR TEMP• TEMPERED GLASS FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR, GARAGE T.Q.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR, HEADER WD. WOOD HGT, OR HT HEIGHT NOW. WINDOW INSUL. INSULATION WH WATER HEATER INT. INTERIOR W.I. WROUGHT IRON (?fib -C?2z9 LL'Ct Ctn* TY SUR DING DIM1W Wkez AT ��� LA , mPtANUTMUSTBEIMPTON' 01 N(J INAPECTION WILL BE MADE. ALL MANUFACTURES LABLES SHOWING U FACToRss AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND W NDOWS {)JUTEM TK*m*1EAPPROVED ifpCN��s �EOfAS�N�AS� �� E CONCH SNEAESPON RE pPECON��'CtOR� TERMITE TREATMENT REQUIRED 7" ""MS AND ALL PROPO{8D yyOpK R80UIRv �;aIb Iw TO ANY 004080710NI �'1M8ADnrlN�al��aUN8P8070A8TWT P�Lto BALL APPL10Ai4E 00DtA, 1NDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A—DOWEL PLAN PG IB—LINTEL"SCHEDULE PG 1B.1-SAFE LOADS PG 2 —FLOOR PLAN PG 3D-ELEVATIONS PG 3D.1—WALL ASSEMBLY PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG D1-FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES PG D3-2-STORY`WALL SECTIONS PG D3.1-2-STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—PRODUCT APPROVAL PG WAI-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS Des i in 0i Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 1.19 ROJMCT# 04321.000 juL 1-2 r 17 JAME U. A6NTVVELI AR NO 12079 A E. APA- THE ENGINEERED WOOD ASSOCIATION,: 7. COMPACTION BY FLOODING OR JETTING IS GENERALINOTES I. ENGINEERED WOOD CONSTRUCTION GUIDE 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PRQPIERLY,BRACEID, .WHERE APPLICABLE) F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 9LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.),MACHINE GRADED LUMBER, UNO. XCAVATIONS M . ETO BE A INIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 2. ALL STRUCTURAL I I 1� 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, Fb = 1,100 PSI Fv = 175 PSI I. E_' 1 40 0,000 PSI A. FLOOR LIVE LOADS R301.5 (PSF) 10. '"HE TO CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TORAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, I. SLEEPING ROOMS 30 i i HEADERS, AND POSTS. It. ATTICS W/ STORAGE 20 11. 'HIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THEELEVATION Ill. ATTICS W/OUT STORAGE 10 OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING 3� LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED IV. POOLROOMS 75 i URSDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. OTHERWISE). V. BALCONIES AND DECKS 40 1VI STAIRS 40 INS 5 4. ALL LUMBER EXPOSED TO WEATHER, OR AGA T �O t �6ONCRETE OR MASONRY MUST BE PRESS, RE TREATED. ED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. VII ALL OTHER ROOMS 40 12, SWIMMING POOL:, DECK, SPA, AND ASSOCIAT -ICAL NAILING SCHEID E N PLANS. LAN CONCkETE 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014) SEE TYP BFLOOR DEAD LOADS R301.4 15 (PSF) 1. Ll_ CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE 1 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. C ROOFLIVE LOADS R301.6s. IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 3181-11. I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR STH EDITION (2014)- 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 &'R802.1.8. OF THE FBCR 5TH EDITION (2014). D. ROOF DEAD LOAD (PSF) 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND"MISCELIANEOUS,ITEMS SHALL HAVE A MINIMUM COMPRESSIVE L' FIBERGLASS SHINGLE 17 (TCDL 7 & BCOL 1 O� STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURIE-1 OR 1/2" CDX PLYWOOD SHEATHING. 11, CONCRETE TILES 25 (TCDL 15 & BCDL 10) PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16,, ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". 3. ALL E. WIND LOAD CRITERIA 9. FOR CEMENTITIOUS TILE ROOFS , SHEATHING SHALL BE5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE 124 MPH 4: PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. I. BASIC WIND SPEED VULT=160 MPH, VASD= STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS It. EXPOSURE CATEGORY b FIL LING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. Ill. WIND DIRECTIONALITY FACTOR (KD) 0.86 5. 13RACE FOUNDATION WALLS, RETAINING WALLS, DURING BACK IV.-, INTERNAL PRESSURE COEFFICIENT (GCPI) I UNTIL PERMANENT RESTRAINTS ARE INSTALLED., 10. FLOOR SHEATHING SHALL BE APA RATED'/4" SUBFILOOR. T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING ENCLOSED BUILDINGS ±0.18 WITH PERFORMANCE SPECIFICATION AFG-01 S1 ALL ONLY BE USED. VRISK CATEGORY ,' 6. \LL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3W. . US POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 11. WALL SHEATHING SHALL BE STRUCTURAL GRA057A(51t,1308 5068URi !'OR•172!` COX, PLYWOOD SHEATHING. F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING 7. :'ROVIDE 6-MIL CONTINUO DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24" AND THE MINIMUM AREA SHALL BE FT. SQ. OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND 8. �ONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNSWITH lac STRUCTURAL LUMBER SYP #2. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 13. EDITION (2014). MASONRY 14 TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 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. E 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTORS.. HALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTIONNGINEER FOR REVIEW. ALL CALCULATIONS PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. :'ROVISIONSOFTM8402/AC1530/ASCE5, SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTtRAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY 0 1 CCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAIN ED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MA I SONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm 1500 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS iNDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN WHICH i THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ACCORDANCE WITH ANSI A5&J-1982: 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED,BLOQK.: 5. THE ARCH ITECT/ENG I NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES'TECHNIQUES, 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS INAPPENDIXB OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITRA$TM C270-0 1 82� STANDARD SPECIFICATIONS FORMORTAR FOR MASONRY. THE AN SI/TPI 1 -?007,N OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS 0 R THE REQUIRED CODES. ATJONAL DESIGN STA14DARD FQR METk, PLATE �CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS /240. SHALL BEUMITEEDTOL/360. DEAD PLUS LIVELOAPM-FLE T _Q $SHALL BE DMITED TO L JON 6. THE STRUCTURAL'DEStGN IS BASED ON THE INTERACTION OF 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/,8 INCH THICK THE BED JOINT OF THESTARTING COURSE MAY ALL PARTS Or THE COMPLETED BUILDING. THE CONTRACTOR SHALL VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND, NOT MORE 1/4INCH, REFER To �FBCR 5TH: EDITION (2014), SECTION R607.2.1 SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY A D SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL E 17. THEC CONNECTIONS EER EXPOSED30 EXTERIOR, i,'kk'MENT90R TbrPRESSURE TREATED LUMBER SHALI BE GALVANIZED Dil� PERMANENT MEMBERS ARE COMPLETELY INSTALLED. FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORRQS ION RESISTANT POLYMER PANT- 6� GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS SPEC IFICAT IONS FOR GROUT,FOR MAS.,ONRY,,QR 2500 PSI PEA 7� DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 18. ALL SHEET METALFRAMING CONNECTOR$ SHOWN ON THE PLANS $RALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2, OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECT10 .W 'S �R �,EQLTSMALS AS RECOMMENDED BY THE 8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECTIENGINEER. MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 9 NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS�,ETC. UNLESS SFECIIFICAL�Y DETAILED. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF HE FBCR 5TH EDITION (2014). RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN ISTOBE USED 9 GA. LADDER TYPE 8. MASONRY WALLS SHALL BE LAID IN A RUNN I PLUMBING 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEETPkOVIS'ION OF FBCR R311.3.1 HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 4t3) AS APPROVE BYTHE §6tLDNG OFFICIAL. �Y 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONORPEX 'N`,(CROS92LINKED POLYETHYLENE) WITH F1960 FITTING�, ll� THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL INCHES PER FBOR310.1,2., RIINFORCING STEEL ` - PVC (SCHEDULE-40), INSULATED WiTH %" AM[AFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM /4 1 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANW, D;PRACTICE FOR DETAILING 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A,M�_XIMUM FLOW OF 3 GPM EACH 12 THEMINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE20 INQHES,PERFBCR�ftQ.1,.s. REINFORCED CONCRETE STRUCTURES, ACI 316, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE N'BLUILDINGS, .1 , I l-, I 1 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301 AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, Act 318-11. OR RJDGES. TS, VA 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, GARAGES AND CARPORTS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30062 OF THE FBCR 5TH EDITION (2014). REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40,(UNO). R,5TH EDITION (2014). GARAGE DOOR 8. FIXTURE SUPPLY SIZES SHALL CONFORM, TO SECTION P2903 OF THE,FBQ A. ENGINEERED FOR I 6D MPH MIN. WIND LOAD. 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. X6` - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMIN6TOASTM A185. LAP TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 3. WELDED WIRE FABRIC SHALL BE 6 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTIJ W,:MEMBERS $HALLFOLLOW, PROVISONS OF SECTION P260�.�.QF_ E FBCR 5TH B. DETAIL F TFR C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER SIDES AND ENDS A MINIMUM OF 12. . LOCATE WW FROM HE TOP -OF THE SLAB, UNLESS OTHERWISE NOTED ONITHE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 2 PER FBCR 5TH EDITION (2014) R302.5.1 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES EXTERIOR WALL COVERINGS D SLA8, bEAM bl� LINTEL' 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALLSE CAPA13LEOF'REsIST[NG THE DESIGN PRESSURES SPECIFIED FOR THE WALL's FOR SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD A ALL VERTICAL REINFORCING BARS IN MU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENE f BE,CQN COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3):, MANUFACTURED SOFFITS �W I H DOORS NOT LESS THAN I 3/8114CHES IN THICKNESS, SOLID OR HO COMBCOREST,,, LDOORS NOT LESS THAN 1-3M INCHES THICK SUPPORTING THE WALL AT THE TOP AND BOTTOM , WITH 10'NC I HOOKS OR BENDS AND SHALL CONTINUOUS I E OFATLEAST25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE OR 20-MINUTE FIRE RATED DOORS' AND MUST BE EQUIPPED W/ A!SELF -CLOSING DEVICEPERR302.5.1 OF FBCR (2-014). 'THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES EXTERIOR FINISHES ES ANDARO CORNERS, DOWEL INTO I T�EAStOTJNG WALLS AND NOTBELESO� Ti' 3. PERFBCR 5TH EDITION (2014) R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS ORCEILINGS SEPARATING 5 RUN REINFORCING BARS CONTJNUOUSLY LAPPED AT SPLIC U IN 1 . WHEN PLASTERING WITH CEMENT, PLASTER &HALL H REE COATS, Y8' THICK, OVER FRAMED WALLSAPPLED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112"THICK, ,GE SHALL BE CONSTRUCTED OF AMIN,IMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID �HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. THE DWELLING FROM THE GARAGE NON-METALLIC CLASS OROLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPEN INGS INTO THEGARAGE, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN: ACCORDANCE WITH ASTM-C926-1,la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -T ASTM-C1063-12a. 4 PER FBCR 5TH EDITION (2014) M2.6 & TABILER302,6. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC OF THE FsCR, 5T STUCCO APPLICATION DETAILS, INCLUDING.BUT NOT AREA BY NOT LESS THAN Yz -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS B. CONCRETE EXPOSED TO EARTH OR WEATHER. ER� 3. LATH ;& ACCESORIES PER ASTM-C-1 063-1 IA R70 H EDITION (2014). ALL 1. #5, VV31 OR D31 AND SMALLER 2 LIMITED TO: 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 STRUCTURES I SUPPORTING THE SEPARATION SHALL C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: %11 ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS ALSO BE PROTECTED Q I Y NOT LESS THAN 1/2 INCH GYPSUM BOARD , OR EQUIVALENT, 1. #11 AND SMALLER l" FLASHING HORIZONTAL LATH AND PAPER DETAILS AN 1 � VENT PENETRATION DETAILS D. BEAMS, COLUMNS PIPE PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS SITE WORK CASING BEAD DETAILS DRIP EDGE DETAILS 1� REFER TO THE SOILS REPORT FOR SPEC[FC DESIGN REQUIREMENTS. CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE WINDOW CASING DETAILS A STUCCO TOSIDING TRANSITION DETAILS 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING ON-.S SITE UTILITIES,APPROVAL OF THE ARCHITECT. , SITE WINDOW FLASHING DETAILS H EPITION IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703,611 OF THE FpCR,, 5T ,(2014) CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FORfiNALFINISH GRADES, PLANTING 2-STORY GYPSUM BOARD NTING AND IRRIGATION. i.- ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MoQIFI0,qqqS AS SPECIFIED HEREIN: UNDER STAIR PROTECTION: 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 1 . ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE AN ALLOWABLE SOIL BEARING CAPACITY OF 2000,PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED B, NATIONAL FOREST PRODUCTS ASSOCIATION � ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302 7, OTHERWISE. 1. NATIONAL DESIGN SPEC IFICATIQNS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU-. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHSJF DIFFERENT CONTACT THE ARCHITECT. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER EXTERIOR CEILINGS D. TRUSS PLATE INSTITUTE 1 . EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR70 THE FRAMING 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 5, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN I/ MEMBERS. THE 1/2" GOLD BOND BRAND EXTFRIOR,SOFFIT BOARD IS IQ BE SECORED fdit!H, F MING 2THE HORIZONTAL DISTANCE FROM THE AA MEMBERS WITH 11/4" NEAREST EDGE OF THE FOOTING. TYPE "W" DRYWALL SCREWS At 12'O.C. (PER MANUFACTURER'S SPECIFICATIONS) . glnKlTDQi F)ATE: r))nQil 7 0 R A R C 11 1 T E C T 5 rkq 11 - PH: 407-774,6078 � I FA,k407-7744678. www.abdesigngroup.com AA #: 0003325 CIREEKSIDE LOTf 119 ARCHFrFCT: STATE OF F`LORDA 9 3/30/17 SCIALft i/4"=I'-0ti --g]7 EjFE�T T A R C H I T E C T S L1441N,ALD REAGAN BLVD. 0 Fl 327507.7746078 7-7744078esip ruup.com: 0003325 i Y w NOTE- MAIN COND. DRAIN 3/4' DIA. OVER 1 4EAD is 12' PROM STR 4CTURE i a cp ! m e „; Q Al r tlr r , , • 1, e ' n r k: p. 81 Y t, 5 1 ,v: 1 s 5 � ♦¢ AY pti � � W" I t , r y u i / k' J 4 41 Y ♦ - , r 'C :"_ T #SMITE TREATMENT FiEQUiRED '} l >a Zvi Is y Ov ♦ .r t ♦ a Is { . r aY a S' A e 3 pv I , w s ` , I r ■ m m a,: r Y= x v Y 5 a Y, .. � M F • a Mu , It b � a .rt r 1 , — . rro s n. (u is 14 ♦ 5 w M r u, Y L y w ro s S Y: r n , ry u k r ♦ 1 6 Y t r h % e, Allw d ■ f pv Y.. �,-.'f NJ w f � � ' : t s y. +Q' i $f 51'�♦f V�4srY v,rVa 4`''p vn S♦ 4n 10 191.811 w P W - DOWEL PLAN i e A R C H IT E C T S Design roup hic'. 111. RM14MUU RLMUMIY DEWL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 v,mm.abde-signgroup.com AA #: 0003325 ARCHITECT: STATE OF FLORID, 3/-30/17 O 1/4`1'-011 5i { <<� ,JAAtlltLINTEL SCHEDULE LINTEL LENGT4 4 t rPE C:64 6N' T' s NO. I IT-4' SF25-I5/It !_.2 4'-6" 5FI6-05AT L 4 II'-4' SFI6-IB/It L 6 7'-6' SF24-I5/It L 7 4'-6" 1 6W6-08/1T AIBV. POOR A55Er"I51-Y ARCH ITECTS IDATEV3/30/17 P { z " , TI=E L .. : T rPE 8U8 z8- 32- SP8-15 6F112 15 LIFW- 5 SF20- 5 SF24 B SF28-15 SF32-18 a •. 2 "= G34) PRECAST 2302 3166 4413 6039 7526 9004 ; 10412 11936 3166 44-13 6039 . 1526 9004W10412119363138 3" i'C 2") PRECAST Z3Ca2 3311 4689 6001 131E ;, 3166 4413 6039 1526' ` 9004232E PRECAST 2m29 2496 3461 4438 5410 2646 4413. , 62139 7E26 3?J04 PRECAST 1651 1787 191-3 2651 3403'-,, ,;41444 , 4896 5644 2110 4621 6039 1526" 900.4 10412 9668 g -4" 6411)PRECAST 1154 1223 1301 ` 1809 231-1 2826 3336 3846 16ro5 2889 5051 -6096 5400 6424 1450 PRECAST e72 1000 1059 1414 1889 2304 2121 3131 22 „ 6 -6 C78 ) PRECAST e31 125E 01 3263 2146 3358 39 565, 1255 2101 3396 5260 1134 8995 _ 6890 7'-,6" (SO PRECAST -T6l 1029 161E 238E 1994 2439 2566 3333 1029 1615 2610 3639 5596 6613 5041 (112.) PRECAST 513 632 1049 , 1469 t2IO 1482 1154 1615 1212 I818 2544 346E :4030 '11'126°), PRECAST 456658 482 802 : 112E 915 1122 1328 g 1025 1514 2081 2114 3130 2 " 11 -4 C1,36) PRECAST 445 598 935 1365 1854 2355 1193, 2015 598 935 : 136E 1854 2441 3155 4044 '$ :�i. 12I, II C 144) PRECAST 414 545 864 1254 1689 .2014 , ..:.,151@. 1815,11 555 864 1254 1693 2211 2832 3590 ". 13 -.4 C16?a ,� BAST . 362 421 126 1028 1331 1635 1224 1418 485 148 101ro 1438 1655 2343 292P 14'-s0"C1ro8"7 P}EASt ° 338 381 648 919 1190 1462 1087; 1260 455 100 1003 133E 1114 _ 2153 2666 &" 14, _,SIB C 116 °,) ;;P�R5S5ED �_ , R NR NR NR NR NR NR NR' .: 465 765 1310 ' 2045 2610 3185 3765 15'-410649, p-?RESTRESSED` xR. NR NR NR NR NR, NR NR 420 695 1250 1855 2310 _ 2890 3410 , 11 -4 C208 J PRESTRESSED "rN. R. NR NR NR _NR N5. ,� , NR . <, NR . 310 5 30 950 1400 IS 00 22 00 2600 _, II JI T SS IS'N ,.- N N N 246 ' _„0 -4 0 150 1090 1400' ` 1120 2030 21--4 C256) T 55- �RE N _N �, N R N R N R N R NR 330 61 ttw . , �? . :94 _. ,:11 , . , 0 1340 80 ' 1 2 10 r 22 ,_N _ 1 SS C 4J. .ry y.. N.R. R N _1s _r R N R N R, N R ,' N R r60 ax � , .., ... - . . „510 ,. .;h...,... a ., .�TrA 'y. F', 2 1 54� n r ... T 55 N.R. 13m 2-. 410 . 120 ,1032? � t � 161 .;:� ' L IFS LATERAL T�.P 8-I 12-IT Irc-IT 20-}T 24-I ; -IT .8F32-IT Sus SPS 8-2 12-2t 16-2T 20-2 24-2. ,,. 8-2 OF32-27 2'7I0°(34") PRECAST 2121 2878 4101 5332 6569 1811 9055 2021 2021 2-121 2184 - .398I : , 5190 ' b401 1630 8857 „ 3'-6 (42 ") PRECAST 2165 2289 34'60,ry i 4237 5219 �?2{A4, 1192 1257 1257 2165 221E 316E - "4125 5P197�:. '.b06L..,1036 . _ 4 0 `:(48) PRECAST 1878 1959 2632 36$0. .45322.'. 5381 .6245 - 938 938 1878 192e, 2150 3583 4422 5264: , 6110. -177 _ ,,,5 4 6 „ (54) PRECAST ifo60 1162 2507 _3257 " 40,he 4161 5525` �27 .„=. 1660 17o5 243E 31-11: 3913, A6"S8 - 5406 _ .1-- 5 4 II (64) PRECAST 13930 1484 2110 '-2141 ' `3315. '4010 4648 ' 505 Wt5 1393 1431 2050 : 2610:-: 3293 %e20 ` 4549 , 5'-I "C�10") PRECAST 1212• 1351 1930 2505" 3084 3665 4241 `' 418 4}8 1212 1315 iS75. 2741, 3010` 3583 4157 6'-6'`C�8") PRECAST 1141E 1200 1'133 2250 2-16S 3290 '3812 ' 1141 1 1152 1684 , '2192 . 2103 . :3216 3132 -T'-6' C9m") PRECAST 959• 912 1415 1914 2354 2191 3240 ' S91 65-1 990 1029 1466 1907 2351 ,' 2197 324E -< - 9 4„ C 112") PRECAST 501+ 612 WO 1269 1560' 'w 2 2144w` 454 630 601 155 1192 1550 ive 2 3 . 10 _ i t026) PRECAST T16+ 498 793 1021 1261a' 11496 173rfi• "''=•r S6 ' q.43 116 611 1039 1389 17U ,- <2034 33E 11 -4 (136) PRECAST 66fo 439 696 899 11 4 130$ - 151E 363 ' . _k 556' 666 535 905 129E i595 1896 ' , .219?.�-; 12'-0" (144") PRECAST 607o 631 400 486 631 618 816 1209 1061 15i4- `. ll i > `119ca 1312„'s. 2 W.� 340 494 013 -4" . ;. (160) PRECAST 500M 340 532 686 841 :,11$°ri.`.. ; 302 398 513 409 682 1004 1301, 1 1631: 189 ", 14`.-''"C1(o8") PRECAST 458E 316 493 635 718 922 ,. ..1 31$ 629 922 1102542 IJ3811 .N22 1d'8 ""; "�? .-1'". 295 459 5 n 24,87 . 11••:.- R 5 `336 3521152 8 852 156 149 174x617k2 1Pv'RRIE=SSTTRREESSSSEEDD r 278 430 55 •l>,81 ' -�,fr 271 329 542 191 I '_196189'1 lei 1<1 ,,0.1PR5TRI=55ED ` 236 3601 1*t.R> ' 188 216 449 649 814 1121, 1389 I� . 4 �32 ,) PRI=STRESSED 165 201 3 40 0 ` . 518 661 l Yl •, , "F 2 4 , ,-,Z 165 239 383 . = 550. , 136 940 ,, ,' 1160:>, .II I -4 ' C256)PRESTRESSED 145 186 278 356 . 433..` 512: 50 142 1 212 336 411 635 " _ 807 993 22 I_0"C264")PRESTRESSED 140 150 205 268 322 4 , 343, 457 410 4 0,.,� 493 Till,.7T137 568 _. T 161 24 (� C288) 5T SS : PRE RE ED 121 "165 4 .., 4 ]2SO, 3 12 380 4 4 7. 5 i^. , .,;� 35 ,., . , 124 J86 408 ' 538. • ;: &+; .. ; ,, "3,, , _4 SRU -0 81a�FIID-IDB 8�14-IDB8RFI8-0B 8RF22-0 81iF26- Sl�P3Y�l^f'�76 LENCsTN SRF6-IB 81IID-1B BiiFl4-IB BRFIB-IB 8122-IB sRF26:-1k3 8RF3Q-1S 1591 3053 2982 3954 4929 59P,�4,1 4'-4" C52") CAST PR#= 1489 1821 3412 4982 6472 1941 ,+`, r„ =» 4140110549PR CAST 1351 1449 2182 2114 3600 4487 531E r�1624` 1102 3412 4982 6472 1941, `9416-' f iP,S,, 632 1602 1550 2058 2566 30,;5 358E .: .I 5 _ 8 (68) PRECAST 78E1153 2162 4014 6412 6516 5814. ".6839 119 1500 1449 1924 2400 2816 •" ="'3;.52 5'=10" Cam")PRECAST 735 -75'3l 2051 3811 6412 6516 545, - 6'-$" (80")PRECAST 822 901 1611 2933 25-16 3223 38 2 4522, ,` 901 1611 2933 4100 6730 81 X J ,..,, lyp i J7 > 161 1311 2252 1958 2451 2944 3439 - C 90") PRECAST 164 ' 131-1 2329 3609 5492 6624 ;5132 9 -8„ (116„) PRECAST 311 420 834 1253 10-11 1342 1614,„" L8 *- 535 928 1491 2119 2Fi1.5 3595 28j5'j 8" PRECAST W/ 2" REGE55 DOOR U-LINTEh Tl'PE Mir-6-IT 8W10-IT 8RP14-IT OWIS-IT 8RF22-IT OW26-IT SW30-IT LEi�ICa r .- nv SRF64T SRFI0-2T 8M=14-2T SRP18-2T SRP22-2T 610=26-2 SW30-2 SRU 8 6 z II 4 4' C52) PRECAST 1244 1244 1513 2413 3260 4112 4961 5825 93'z 1244 1519 2339 3110 4008 4850 5696 4'-6" (54") PRECAST 1192 1501 2311 3121 3931 475ro 5511 853 1152 1 1455 2240 3036 3831 4643 5453 �✓ -$ (68") PRECAST 924k 1112 1795 2423 305E 3689 4325 501# ' 5al 924 1132 1141 2351 2918 3603 4230 896, 1138 1742 2352 2965 3551 4198 -10, Crt�) PRI=CAST 46S 856 1099 1690 2259 2691 3491 4106_. +t •, ;Al „ -8 )PRECAST 718 882 1513 2042 2573 310-1 3642 83r2P° -110rA ,(q, ,CSP� -18 95ro 1468 1981 2509 3035 3563 688 691 132E 1810 2250 2153 3221 -6' (SO) PRECAST 110" ° 94l 688 849 1302 1162 2225 2690 3151 t... „ ', " ) A 9 F11 PREC ST .. � � 533� 433 $08 1123 1413 1104" 1995: 516. 614_ 533 527 1009 1369 1728 2OW 24✓0 r r - • ° -: fi w xf, 1` V; Y"' { i . t h REDUCS VALUE BY 15% FOR,csR,4Drz 40 FIELD a P` t v. , f A 7 rM 3 „ i s: 0lo k k " :x } o 1 y; 1. Y" ds t Mh: OM �.Ca,4D 5E OTES + 1, GJ 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled st lintels 3500si. �` 1. ,i~1 vid ulL;x or rf ad and bed joints. lintels must bereduced by 2090 if bearing length is less than 6-1/2". p •21. Shore fi lird 11ntels .a, required. Safe loads for all recessed lintels based on 8" nominal bearing. F, `i: predtress,ed lintels - 6000 psi• Intel must comply with the architectural and/or' structural drawin $, `Xlp = Not Rated. f'cdut .= 30 sl w/ maximum 3/8 a re at"e. 9 K' g9 4. 'o ntels are ma,nwfa red with 5-1/2 Ion notches at the ends to comet plate' 3. 'Safe loa s r <�total su erim osed allowable load on the sections ecified. gncrete masonry :units (GMU) per ASTM G90 w/ g ac o d e p p p .. _ ertics�11, dell ;rsinfor ; in - andgrouting.4. Safe loads f iaaed on grade 40 or grade 60 field'rebar :« miAlmum net area .cOmpressive strength - 1900 Psi. g g �" V ', _ I�. , II }int l met or a peed L/360 vertical deflection exce Itntes 11 4 and 5. R b r. provided in recast lintel per ASTI"f A615 - 0 5 A � pt _ ,5•.., dditional.,.lateral load capacity can be obtained by the designer by providing e `� p p e p GI;;?, Ion,, tui,' I' .a no ink I height of 8" meet or exceed L/IBA. Field rebar per A5TM A615 OR40 or OR60. g f �.,, „� ,"addional reinforced masonry above the precast Lintel 6.f tpttom ;field add ,rebar to be located at the bottom of the lintel cakit . (o. Prestressingstrand per AS A4h r�Sd,e y -One 1<rebar nia be substituted for two *5 rebars in 8 lintels onl . ` p w. `�; "- �r. ` `� _y „ .. __ , h ". _, rr 'i, ,`1 3 .., laa�t r,. l ., t�rru s are welded to the bottom steel for mechanical '. l n r a I reh ti_ . _ w , ," ,,, ..7 d. a u�fe. _. a �echa ca a rho a e. , rt� ow axa on ,: p g a ,:7. The designer <ma evaluate concentrated loads from the safe load tables` b g y y, - C stria- la concrete ma be provided in composite lin ea in lieu T �- 1/32 wire er ASTM A514. S a p ce y pt oP concrete masonNu �1�,�., ; , ,, _ x, pcalculatin the maximum resisting moment and shear at d awa from the face of support. ' S. Safe load ratings based on rational deli n ana sir, e A I, 18 n AGI g y pp ? Mort % er 1M G2rt+'A t e M or S; g g ly per , G 3 a s� 53 8,; r composlte lintel heI hts not shown use safe load from next lower height. pp a 9."l afevacs in units of pounds per linear foot. W - , i r r a. A, 1 1 e ' ' tl ARCHITECTS c� 1 N. RONALD RE1, CAN. BLVD. LONGWOOD, FL 32750 PH: 407-774-NI8 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 d CREEKSIDE LOT# 119 PROJECT# 04321.000 4EBB "1828- CALI" ARAGR 'e RIGHT PAGEm �. SAFE LOAD "TABLES (CAST-CRETE) ARCHrrECT: STATE OF FLORIDA - ' 3 30I 1'7 O i:l 4-1'-0 File copy k d ). �r4 a: At}♦ C. J r YI - V q. ,� IR-ISH0. 4 a° C� cu V.� W.� C, BATH { b36 i 6-8" CLCs KITCHEN � QQ p .n � .; '. �•." +' � � OPT'. ) , c 71- PCs. 4 O• w ti' --4 - C. V. 36 x6 SHLi PAN �„ *C" ti Ll/ ENCL. COMPONENT AND CLADDNG WIND LOADS s BASIC WND EAMM FOR 3 AND GUSTS 4 OPEN1,108 SOUARE ZONE 160 MPH WIND (WI) REMARKS AND TYPE FOOTAGE MIN. WINi 10 5 34/-45 CRITERIA m EXTERIOR SLUING IS 5 33/-43 s; f)R. MIN. CRITERIA SfaD MIN. 41 5 31/-39 CRITERIA 16010 0141 112 5 29/-35 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 1'5'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. O i DATE 3I20%14 A R C H II's.C, TS 1 N. RONALD' R'EAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngrou,p,Gbn4 , AA # 0003325 ` `' J CREE'KSIDE LOTS 119 PRO 04-37000 m, �//L.� . : 1/4 11=11-01) r Y o , � 3 s e ` .t T Y} t < n a r I14, ' L s n 1 ■ 2364 SQ. FL. _ .A n< F - NE'f��REfY �,1'F.. �iQF�'AREARE' RED.'. _ ,., RfhU'IR o )tfNTI`aTU,3NA0 _ a 2364 !300 `I 7.88 VENT LATION — 1 A ' ,X S . fNCHES }}��R €T.� 44 , R YG 3. � '— 1134.72 5Q; IN. .`•`BNMIN..REQUIREDTILATION X 1134.72 "s N UPPER PORTION OFATTIC < ' >t A R C H IT E C T S iie1s'i n p I o W1 + Inc. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ARCHITECT --TATE OF FLORA ,, Fw. #f'eY LL 3/50/17 1/4"=1'-0 File Cony r ..k f NCH IT ECT` rDe7' n 10W inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 ww.abdesigngrovp.com AA #: 0003325 « �?. . � JVV ii CREEKSIDE a LOT# 119 k no"=T# yaEu 04321.000 ODD 4EBB "1828—CALI" RIGHT PAGE, WALL ASSEMBLY 160 MPHiEXP. C 1 ARCHTECT w;>> � STATE OF FLORIDA /30/17 ` ple Co'UY i� liVoLi SJI �n 7-m 5J3 II fl fI EJ to II II I fl II I BJ3 IL 5J5 = DETAL-20 BJ5 A14ts M i / Al0 AS I OU �- cv 0i :. �' 0, 0. —�n ®�u �r-0u A2 a — — — — — z N N i LU - to 4 Q II I I u° AIA 0@ — ACCE551 I I 0 - I I� ilr 14UG-410 I I I Ar L 4 5CsE: — — CIGE B GE 3' o" 3' 3, 3 3'-v GsASLE END IX4 DIAG. 5RACINGs BT1" I. CHORD SEE DTL. W 5RACINCs, SHEET D2 TYP. FRAMING PLAN RANST 12/PJ9l15 ARCH IT CCTS";- 1441 N. RONALD REAGAN BLVD.! LONGWOOD, fL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 F ' w y w RUB ^V O a A ENI q evBD=w � LOT: CREEKSIDE ea LOTS 119 PROJECT 04321000 E 4EBB „1828—C ALI" RIGHT PAGO FRAMING PLAN 160 MPH EXP. C BREVARD SECT: STATE OF FLORDA CL *0`/ " 3 30 17 DAM 9CAL* 1/r=1'-0" 1 SHEET 4D File Copy 1 ■ J CONNECTOR CONTROL PATE: 01-05-11 51MF'SUN uz)r DES. UPLIFT GPI,TY DES. UPLIFT GRAVITY FASTENR 1450 PTA 16-I8 1625 (8) 10d x 11/2" I -PLY, (6) lbd d 2-PLY, (USP: (10) 10X 1 1/2' - NO I6d OPTION) META-16 1985 (10) 10d x 1 1/1 I -PLY, CUSP: (10) 106 x 1 1/2") (2) META-16 - (2) PTA 16-18 2800 (14) Ibd 2-PLY - - - - - -- (USP: NO Ibd OPTION) 25T5 HETA-16 - 1810 T A 16 1870 (9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION - HETA-20 1810 y HTA 20 1810 (9) 10d x 1 1/2' - - I -PLY, (0) I6d 2-PLY` USP: (10) 10d x 1 1/21, NO Ibd OPTION - -- 2035 -- - (10) 10d x 1 '1/2 1-PLY USP: (10) 10d x 11/2' ---- J ry (2) HETA-20 (2) PTA-20 3230 (12) I66 2-PLY (USP: NO I(od OPTION) 2500 Q LGT-2 2150 LUGT-2 1550 (-1) - 1/4' x 2 1/ ' TITEN, 2 (USP: BLK (5) I/4" WB, WOOD C16) loci _ - --- - V) DETAL-20 2480 - DHTA-20 2430 (IS) - I0d x 1 I , 1 PLY Q MGT + - MUGT 41T5 0U'5/8' A.T.R III WIGH STRENGTH EPDXY (MIN. 12" EM15EP),`(22) loci t0 WOOP (USP: (28) loci 70 WOOD) - � HGT-2 + 1098o I HUGT-2 9'190 (2) 3/4 AT.R [ q PIG44 STRENGTH EPDXY (MIN. 12 EMBED), !I6) 10d TO WOOD (USP: WOOP (8) 10d) -- HGT-3 + 98bo (2) 3/4' A.T.R. 14 NIGI-1 STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 10d) 10530 HUGT-3 LGT3-8082.5 3295 LUGT-3 3525 (I2) SD8 1/4"x3 TO GIRDER, (4) 3/8" x 5" TITEN WP TO WALL CUSP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825) 1210 PARALLEL TO WALL Tn, 1210 PERPENDICULAR TO �J LPTA 1510 (10) loci x I-1/2' (USP: (10) 10d x 1 I/2' i` WALL T 4940 NO LSP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R. It 4 HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-606 1/4'X3' TO WOOD (2) T 196 NO f D CONVERSION FO (2) VGI,) A. T. . I 1 IGP STRENGTH EPDXY (MIN. 12' EMBED),(3/4'I/2', 5SIMPSON .` l 4)50d x 2 4) od x(I4) loci) HTS-16 1150 HTW-16 1260 (I6) 10d x 1 1/2 (USP: (I6) 10d x 1 1/2", (16) 10d) - HTS-20 1450 NTW 20 1530 (24) 10d x 1 1/2 (USP: (24) 106 x'1 1/1', (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) lod x 1 1/2', (20) lod) -- LSTA-12 ++ 925 LSTA 12 we (10) loci USP: (10) lod LSTA-18 ++ 1235 U LSTA 18 1235 CI4) loci USP: CI4) loci MSTA-18 ++ MSTA-IS 1315 1310 ll4)10d USP- (14) loci -- — --_ MSTA-24 ++ USP: (18) 10d 1640 MSTA-24 1640 ;CIS) 10d MSTA-30 ++ USP: (22) loci --- -- 2050 — - MSTA-30 2065 (22) 10d < MSTA-36 ++ 2e5e 1 MSTA-36 2065 (26) IPid USP: (26) 10d 1- MST[-36 3800 44 KSTI 236 3890 (36) 10d x 1 1 USP: (36) 10d x 1 1/2' MSTI-48 5065 KTSI 248 ` 5140 (48) 10d x 1 1 4 ' USP: (48) 10d x 1 1/2' H6 %0 LFTA 6 -1210 (5) Bd TO PLATES, (8) 8d TO STUDS CUSP: (16) 8d x 11/2", (16) 8d) ?; SP4 885 SPT 4 S45 (b) 106 x 1 1/2' TO STUDS USP: (b) 10d x I I/2" TO STUDS 3% 38o (4) Sd x 11/2' CO BEAM, (4) 8d x I I/2' TO 1POST. USP: (4) 8d x 1 1/2' TO BEAH,, (4) Sd x 1 1/2" TO POST. A34 MP 34 b45 800 (I2) I0d x 1 1/2" USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HCP2 HHGP 2 1140 1380 (18) 10d x l I/2 USP: (9) loci x I I/2' t0 TRUSS, (S) loci X I It2" TO PLATE HIeA RT IbA PPP 4A 5215 (16)-SPS I/4' ' TO WOOD, (10)-SDS 1/4"x2 1/2' W/ TNR1= ED ROD, (2) NUTS/UTASHER/2 PLY VGT t HDU4 4940 USP: 5/8' AM MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, no) WS3'WOOp SCREWS TDX 10 1~06)-SPS 1/4'x ' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY VGT t WDTB 4940 USP: -1/8" ATR, MIN. '1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAUF . "M2535 6"I15 (I) 5/8AT.R I M HIGH STRENGTH -VEPDXY, (MIN. EMBED.) IN CONC., (12) I6d TO WOOD USP: SAME AS SIMPSON PAU 66 2380 16005 (I) 5/8' A.T.R, IN HIGH STRENGTH EPDXY, (MIN. i" EMBED.) IN CONC., (12Abd TO WOOD USP: SAME AS SIMPSON; ABU 1&6Z 2300 12000 V) LtS 19 1205 (1) 3/4" A.T.R IN HIGH STRENGTW EPDXY, (MIN. T' EMBED.) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON LTT19 +++ 1340 (U 1/2' A.T.R. IN HIGH 81RENGTH EPDXY, (MIN. T' EMBED.) IN GONG., (10)I0d TO WOOD 0 LTT205 +++ 150o LTS 208 1105 USP: 3/4' ATR MIN -I' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x 1 1/2', 24/2' _ 4160 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) IN CoNC., Cl8) $polo X 1 1/2' CUSP: (20) Ibd X 2-1/29 (� PTT4 4455 HTT45 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2' Z (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (26) I6d X 2 1/2' (USP! (20) I6d X 2-1/2') Q HTT5 5090 HTT45 5005 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/1', (20) Ibd x 2 1/2' HHDQII-SDS 25+ 11,810 UPHD II 143% (U 1' A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS XV x A, WOOD SCREWS (USP: (24) WW WOOD SCREWS) HDIB 6645 TDX to 10140 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T" EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) -1/0' BOLTS) SIMPSON: (U 3 4' A.T.R. IN HIGH STRENGTH EIaOXY, (MIN. 6 15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (I8)10d TO BEAM MBHA 3B(o/11.25 3415 5330 NFM35X12U 2580 11130 USP: (I) In, J-BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONE W/ 3/4" DIA ITW RAMSET/REDI-41=AD DYNA BOLT SLEEVE ANCHOR OR Ea. W/ MIN. 5' EMBED DEPTH INSTALLED IN TWE-FACE. N _- (4) Ift AT J ry W HUBC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2110 (PLR) (10) I6d TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON; 3265 !ROOF) 3325 (ROOF) z I(2 x0) TiTEN (9 PER FLANGE) TO CMU, no) 10d TO WOOD: (USP: (15) 114" x 3' W63 9CREW8, (10) lod TO WOOD. TEN HUC410 (CMU) Iwo 4920 H0410 IF 13o5' 5000 8 USP (23/16Ib' TAPPER+, CIOJ loci TO WOOD = 2-3/ ' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 114' x 3' W63 SCREWS, (10) 10d TO WOOD. HUGZ10-? (CMU) 1800 5085 HP210-21F 1305 5�0 /16' TAPPER+, (10) loci TO WOOD 2-3/ ' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD. HUGZ10-3 (CMU) 1800 5085 HD210-31F 1305 5p00 3/16' Lwa' TAPPER+, (10) 10d TO WOOD LGUM26-2-SD6 1430 5595 LGUM26-2 2125 6065 4' TI N HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2" SDS SCREW$ TO WOOD, 8' X 4" WEDGE BOLT+t W63 WOODSCREWS PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE HIGH STRENGTH EPDXY = 51MP5ON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGNEER OF RECORp FOR WRITTEN APPROVAL ANCHORING SYSTEMS. .�...:.�r.- + WHERE ANCHOR EMBEDMENT 15 GREATER THAN i' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REouiREP FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE -V [-- A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) 0 BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" , 'HIGH WIND-RES[STANT CONSTRUCTION P-C-HWRCAGI6, AND ANCHORING E FASTENING SYSTEMS FOR CONCRETE 4 MASONr CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 201D-20W1+ , MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-,a" TO 8'-ID" U.N.O. 41_111/2" ''-111/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER Cr- FULL LI=NGTH STUDS 2 AT EACH END OF HEADER 1 3 F02x12 2 SYP) �/I6' OSi5 NAIL (3) 12d` D 6"-8" O.C. 1=RAMINC� NOTES: � ' J. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYf'IcAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU66 TO MASONRY/CONCRETE SHALL BE META-lro * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32 ON CENTER ON JOISTS PARALLEL TO WALL. * TRU66 TO WOOD FRAMING SHALL BE MTS-12 3. TRU56 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLII=D 5. TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED D1zAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 8 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOC<NG SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES'0 EA. END. CUT PITCH A BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PRovIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12., 9.REFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. ARCH IT_ '! T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 119 5 FrROJZCT# [' 04321.000 4EBB "1828-CALI" MAR.hG'E EI'11ING: RIGHT PAGE: CONNECTOR SCHEDULE 160 MP-HEXP. C ARCHITECT STATE OF FLORDA /30/1 1�4 1'-0. Fik ,m ME ELECTRICAL LEGEND SYMBOL PEPINITION NOTES - --...--- -. LANAI 24 =7 125V OUTLET 20 AMP SMILE POLE 110VOUtLEt ' IIOV ouTL t in oP OUTLET WIRED ro SwlrcH CEILING MTD. LIGHT LIVING IROOM GFI IImV OUTLET EGUIPED W/GRND PAUL 1141-rRUPYER (TAIV ER RESISTANT I v ) I TO BE13 220V OUTLET (4) WIRE CONNECTION INSTALLED, PROVIDE: I UP PRE -WIRED OWNER'S 24 I J-50X FOR 1 CLG FAN 31 24 SUITE VIP EXI.WATERI9F ROOGPI GROUN3PAULT INTERRUPTER OUTLET I H 1 OPT. FAN \ 13 jt G� SWITCH — — —24 SWITCH f `' -.&DIY OPER. \ L 23 - — / i CLG FAN 4 SWITCH AT OPER r, N1 / i�00IN M.`u$� I /S.D.I� I O 24 24 WALL MOUNTED LIGHT 1 VAPOR PROD- `�/ LIGHT co) RECESSEDCAN \ 22 \ \ WALL SCONCE J PRE -WIRED PROVIDE SQ-D "00" 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, NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 ' 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LGHTS AND RECEPTACLES 20 GFCI 12 1131141 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 1718 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 WCI KITCHEN APPUANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 2526 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES ; BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. PAOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37'38 SPARE SPARE 39 401 ISPARE SWITCH IN OUTLET " — — — 5 YENt. PAN I G#M PER 9C1 Fr. CABINET FOR DWI r \ A CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. vENt-FAN 2 I 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 W/LIGHt fcFrrPERea Pr. 1 I 0, IN THE 75' COLUMN, DISCONNECT ALL UNGROUNDED V rrY LII 19 CzFI GFI 24 BATH a C. EACH MULTTIMRE BRANCH CIRCUIT SHALL BE PROVIDED WTH A MEANS THAT WILL SIMULTANEOUSLY CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. (SPECS TBD Br = _ _ _ _ — I I D. PHONE & DATA WIRE TO BE CAT 5 BWLDER) 19,2® 77 / W I C \ C E CABLE TV WIRE TO BE RG 6 LIGHT I �. T FLUORESCENT 4' PLUORESCENT --,rr-0-.r1 4' TRACK LIGHT PANEL METER USMOKE DETECTOR BAIT. BACK-UP S.D. W/ HARDWIRE SA WALL MOUNTED MATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE ®Orr. BACK-uP ul/ CARBON III)ONOX[Pri PAR=IIIE NEGtED SMOKE DErECtOR TER-COCCMIDO SHALL ISE A DISTANCE of NOT LESS THEN 4' PROM WALL PENDANT LIGHT NATURAL CAS CUTLET TELEPHONE JACK WATER HEATER IONIT SOURCE I+ ELEVATED DISCONNECT T A/O AIR CONDITIONING DISCONNECT 7 TELEVISION JACK CEILING BOX WGIJIREC TO BE SUPPORTED IN Q. J-BOX ACCORDANCE V BOX MARKED AS SUCH FOR INSPECTION CEILING aOX REOW TO BE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INefECTICN FLOOD LIGHT OPT, 5ECURITT KEYPAD P.B. PUSH-BUttON FOR CHIMES .--• u5B PORT LOCATION OF Tv JACKS t PHONE OUTLETS + FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI s ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF F5GR 5TH ED (2014). + ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF 'THE F5CR 5TH ED (2014). 4 M,20 OPTS � TT F. MAIN BREAKER TO HOUSE TO BE 22 K ANC. 1,19, REP :I DW / % L H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. L — — KITCHEN i sIN — i 3m — — 25 5 31 LAU 1 m - - PAN. \ O -- T4\ 31 \ RANGE \ IF GFI GFI I 29 -- L 13-9JJ BDRM. #4/ \ - DEN 31 2121 HOOD WIRE W/ i � \ I II — � TO 3. „ 29 OUTLET FOR % U 31 1 tt 3m — — FUTURE: MICRO I 26 II Q PRE -WIRED BDRM.#3 S/CO I� Vtt CLG FAN Jf 26 / 26 PRE -WIRED \ L I R AI 2CLG FAN \ I 31 = WH S 1 GFI 44" 68 WH 21k& P.B. FOR i I -- l AFF. GARAGE DOOR 2 1 \ 50LLARD CORD. 49 I F2 1 \ AS REQ. \LWALL 1" w4TED PER BLDG \ LIGHT 1)1/SWITCH IN CODE BATH ► \ ATTIC 2.4 it / \ GFI 13 / 3I1313 CLG. METER 21 / I m KEYLESS OUTLET z FIELD / FIXTURE L LOC. BDRM.#2 �/ FOYER / IRRIGATION OUTLET s \ \ 413" AF.P. 21 \ ENTRY T9 CLLGG FWAIN 2 _ GARAGE / 13 / 13� I I 21 1 P.B. FOR I�H=LIMES \ — —I — — — — — — — — —— \ , 13 "----- -- -- — -- ---- — -- OPT. COACH LIGHT DEL CTRUCAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 902) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL. LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLIANCE::CIRCU1T AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT . 1500 1 RANGE AT NAMEPLATE 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 SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40X 28524 VA x .4 10354 TOTAL NET GENERAL LOAD 20354 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP x 240 VA-- 3.5 TON COOLING SYSTEM 40 .AMP x 240. V + 9000 NET GENERAL LOAD 20354 NET TOTAL HVAC 9600 TOTAL LOAD 29954 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCUL.ATIONS.+ NEUTRAL CALCULATIt7N: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,263 VA 3000 VA tv 1001>, REMAINDER A 35% NET LOAD: 6,94e VA RANGE: 12,000 a '10% 8,400 VA DRYER: 5,000 a lo% 3500 VA TOTAL 15,849 VA NEUTRAL AMPACITY: 18,485 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT g OVERHANG.) T IE50 A„f= ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE DISCONNECT SWITCH AND 150 AMP 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE MLO A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. I 150A/210 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS MCi3 NOTED OTHERWISE. TELEPHONE SERVICE CA13LE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT POWER COMPANY -1 —y TRANSI--ORMER INTERSYSTEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE r PROVIDE 150 AMP, 120/240 VOLT, I PHASE SE:CONDAR ELECTRICAL SERVICE. PROVIDE'3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 "2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASE:➢ POUTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TL-1 EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCH ITF1" T;3 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 h W W U W O E a U W A F LJ BtJHGM de LOT+ J I CREEKSIDE LOT# 119 PROJECT# 04321.000 ODEU 4EBB "1828—CALI" a � �. E SIFnMcG: I RIGHT [ELECTRICAL m E: PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FL(CLQA m-;g' ,q2" ,TEr /30/17 %K AZJ1h1 "-1P-0 f:--jA--z ' 5 Fife; C"o;jv j LANA JL 12XI2 12XI2 I lox6 OWNER'S I_ 120 CFM SUITE Iof LIVING ROOM DINING ct=M _I I 1�0 cx-m 120 CRI AmaX4 �o x� 5 CFM I x4 BATH ---- 8 - - - F-- I W.I.C. 45 C1=M ® I6' L J KITCHEN lmx6 a 120 CFM 12Xlrb " X5 MASMITE NRU LOUVER I 4' l PLANTATION II.16 HDRM.#3#3 00-04 2'&"I 10X6 MAX AIR i5 CFM 584.15 CFM I 12X8 1�^G 5 GPM CALI EQUIPMENT SCHEDULE BDRM. 2 FOYER 3 TONS MrG CARRIER Cu 25145C536A L Z_ _ AHU FV4CN5006 GARAGE HEAT SEER 155WSEER ENTRY TOTAL CAP 35400 ELECTRIC 20S/230/IHF' SRKR CU 35 AHU 35 `REF LINES 3/4 1 3/8 r ----- — — — — —— ---- CREEKSIDE LOT# 119 PiiOd&C'P# 04321.000 �aonau 4EBB "1828-CALI" GARA R JC RIG PAaI� HVJ P'L t160 MPHMELBO Ffle Copy ,T I (I)9 RESAR VERTICALLY W/ GONG POUR CELL SEE ENERGY CODE FORMS FOR SPUDS IS' OL. MAX NSULATION R-VALUES SECURE 801TOM 70 S ? TEX1UREb FINISH SIMP80N SP4 Z' 144I Z4INPOR=EP I . Z8 DAY6 IL SECull Q 0' GMU ANC 4OR$t. T TE T 8L r �T. TE TO SLAB W/ 10d W1 SE B . A T LAB W/ }' c. IA' GYP. W_.CD• T WASHER T' EMBE MIN. 3Z' OC AX • 3Z' O.C. MAX 1' NO61N I@" i i - WIANIIA WWAM, IN. ' OC MAX @'-0' FN! FLR WOOD MAW - . 4. Tul Z W STOP ° ° . < WIAXWA U1LP OR PDEP W1BH ON ° ° 0 u 14 6 . i 0 d' COVC. REtiFOIO:ED W/ 6'X6' 9 L a .spa UEI.L . VA PARTED CLEAN LL 4' CONC. RENFORCEP W/ i'Xi' WAXWIA _ 4' CCNC. ?ENFORCED W/ 6'X6' WIAXWl4 4 . ° 4' CONC. RENFORC'ED W/ 6'Xi' Ill m . • �IL J' 'V UBF OR FIBERMEBH ON 6-MIL. VAPOR WII.F OR FIBER-E614 ON 6-MIL. VAPOR WLF OR FIBERMESH ON 6-MIL. VAPOR O L Z RETARDER ON HELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLE t- • ° 'tERMME TREATMENT TO BE FILL. TERMITE TREAttleNt to BE FILL, trWITE TREATMENT to BE " FILL. TEl TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. : BORA-GAI� APPLIED AT FRAMING. So�4-CAIG£ APPLIED AT PRAIMIl ;� BORA-CARE APPLIED AT FRAMING. -@ 4' 4 I-4" " 4' q. - z � W -g (Z)'9 R.EBAR ON CHAIRS Z @° (37 9 REBAR ON CHAIRS I,-B, (Z) 9 REBAR O't CHAIRS ° w W r p) E O 4' I -@" 4 IZ' MIX oW GIRADE } IN I CREGROJND 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L--- W/ BLOCK WALL SAT L.B.W. (W/ UPLIFT) �/��l`��/1 AT L.B.W. U:)BAT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL 3A NOT USED �- SCALE: I/J'.I'-0' ( BGALE: 12'=I'-0' SCALE: 12"•I'-m' SGAL.E: I!t'.I'-O: BGALE: 4' CONC, REM W/ 6'x6' WAXWIAO LLLLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER L �.. • ON WELL -COMPACTED CLEAN FILL "T6rR`IM 4' GONG, REGF. W/ 6'xi' WL4MX40 WUM m U B".. TREATMENT SHALL BE BORA-CARE ON 6-MIL POLY ETHYLENE VAPOR 9'RJDB 16' O.G. MAX STUDS 16' O.C. MAX RETARDER ON UELL-COMPACTED C XzAN HEAD OP GARAGE SECURE P.T. Br. PLATE TO IS W/ � {1) b MBAR ON CHAIRS q' d' FILL TERMITE TREATMENT SHALL OE SECURE BOTTOM PLATE t0 8TUD W/ SECURE BOTTOM PLATE TO STUD VARIES WITH SLOPE MASONRY NAIL • 3VOA:V THICKEN EDGE SIMPSON SP4 .37' O.C. MAX SIMPSON SP4 •32' O.C. MAX4 GARAGE STEP—UP HEIGMT GF GARACSE SECURE BT. PLATE TO SLAB x8' µErr OF GaRA�E sEcusE BT. PLATE r0 S SCALE: VC.1'-0' VARIES WITH SLOPE ANCHOR BOLT W/ Z' �� VARIES WITH SLOPE ANCHOR BOLT W/ Z' R ' SECURE. . 32. 10d 5 NON —BEARING a> MIN.. 32' OC MAX MIN.. 32, Oc MAX m MAS Ak SCALE: '.1'-Oi w 'EPDXY Not I�OUI E 'EPDXY NOT 1 ON w . 4 BOLTS N BOLTS ¢ w �. 4'gin W/ 6'x6' WIANWIA0 UUMNYLENE VAPOR } . -° REtWELL-COMPACTED CLEAN Z - } ° o _ • .. ° ° ° ° e PILL TERMITE TREATMENT SHALL BE W.(3€ a. D W/ i`X6' WIAkW.4 W e • - it' SORA-GATE r IRE 81! ON 6-MIL VAPOR W i.l °a, 4' CGNC, REU"FOIRCEJD W/ 6'Xi' WIAXWI.4 °• • 4' COJG. REINFORCED W/ 6'X6' W,4)CIGA 4' CONC. REINFORCED W/ 6'Xi' WL4XWIA o? RET WELL -COMPACTED CLEAN R 4' II'F W/ 6'x6' WI.4X VAO WIM ON I Q, U IP OR FIBERMEBH ON i-MIL. VAPOR WLF OR FIBERME6H ON 6-M L- VAPOR ( UAF OR PISERMESH ON 6-MIL VAPOR G z_ W FILL. ITE TREATMENT t0 BE 4 i-MI Fb YLENE VAPOR RETARDER IIl RETARDER ON WELL -COMPACTED CLEAN �: RETARDER ON WELL -COMPACTED CLEAN z RETARDER ON UELL-COMPACTED CLEAN Z E e -CARE APPLIED AT FRAIllll } a' " ELL- O ACTED CLEAN FILL TERMITE � O' FILL. TERMITE TREATMENT TO BE )_ i FILL. TERMITE TREATMENT TO BE FILL TERMITE 'tREA1MENt TO 2E E (Z) 9 REBAR ON CHAIRS m 4' -@" 4° " BORA-CARE APPLIED AT FRAMING. -. G 8' 4 BORA-CARE APPLIED AT PIRAIMNiG, in U q" , I'-@' ;4' Bo1RA-CARE APPLIED At PRAMINl a : ENT SHALL EE BORA-CARE U (U BAR (2) 5 MBAR ON CHAIRS i 0' (Z) :b WEAR ON CHAIRS (3) Mi R=B.AR ON CHAIRS (2) Mg REBAR ON CHAIRS I -g W m 3" V O ZW q' q' GARAGE STEP—UP -� 4' x( GA AGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING NON— BEARING 6 L.B. W. W/ UPLIFT j 1 2—STORY L.H.W. W/ UPLIFT UB L.B.W. W/NO UPLIFT W/N0 UPLIFT 4A AT FRONT_PORCHES 5 EXTENDED STEP WMMWALGLTOO`BEn "ri CCURSEG SCALE. 1/2"•r-m' SCALE:t�2•r-m' 6� EXTENDRD FOOTING €TSrTT s E:1rJ•.r-m•,,. SCALE: Ih'.p_m'. GRAPE.. .—^-�- ..�.�... RECESS FOR SECURE P.7. BT. PLATE TO e °4. `: o GARAGE DOOR 1/J'XS' .ANCHOR BOLT W/ t' ° m E]'IBED. MN. • 32' (V :5 REBAR VERTICALLY W/ cONC. _ !V Ta REBAR VERTIGALL-Y INP. W1 &,'x6' WLgxWi,Ev: 47 ;M SECURE P.T. BT. PLATE TO BLAB W/ POURED CELL - W/ cONC. POURED ML a 6 IL POLY ETNYi_ENE VAR4TR c 4Z'XS' ANCHOR BOLT W Z' s, 6' Cm ®. Cl R TERM WELL-MATMENT 5+ E]`IBED. MIN, s 3Z' OG tt.A)C. i. ry E ll1CILE BE PILL ItE TATMEN7 SH4L.L ° 4' QCNC, REINF. W/ 6'wPe' W44kW.40 WlM ON a>' ° Z £ d NOTE: 1 :n sS. q 8" q" 6-MIL POLY ETHYLENE VAPOR RETARDER ON .., i a NOTE: OPTIONAL USE O= C CCTE . .@ WELLLOMPACTED CLEAN FILL TERMITE R 6'x6' UGAXWIAO WIM < CONCRETE CURB • GARAGE 70 D BY TREATMENT SHALL BE BORA-CARE � 2'- 4" "b REBAR @y CHAIRS m 6-MI POLY EtI-I l 11E VAPOR 'I' BUILWALLDER 57 DIVISION. DETERMINEDS TO M BY STUCCO IL I O.l. (I) :► MBAR ON CHAIRS W a ER ON UELL-COMPACTED GLEAN 841 *N<.. FILL TERMITE TREATMENT SHALL aE STOP CuIGHt VARIES -41'- Q ° ° -MIL W1 'x6'WI V M a �° . a ° BO1RA-� cuRe HEK►Hr VARIES ,� �� CONCRE. PAD 11 GARAGE DOOR FOOTING RE ON DELL-LENSVCTED CLEAN _ w e GOALS. vJ'=r.6" FILL TREATMENT &HALT. ME _ :., t3) '5 REBAR ON CHAIRS w ° BORA CAI Q z f' •.. .. 4' COl REI�CED W/ 6'Xb' WAXIIIIA B' u�RIE5 •e - a L W F q .. c.' ° D I e W P OR PIBEIII-1 ON 6-MIL. VAPOR (' 8 \ 3'. 3• E (Z)+S MBAR O4 CHAIRS Z -@ W 9 4' CGNC, REINFORCED W/ i'X6' WIAkIdIIA -_ a�_ RETARDER ON WELL -COMPACTED CLEAN WIF OR NISERMESFI ON 6-MIL VAPOR r T ° FILL. TERMITE TREATMENT TO BE m FNIBH FLOOR [V wp _ - O I'- 4' • BORA-DARE APPLIED At FRM1MCk. n m u RETARDER ON HELL -COMPACTED CLEAN . a " GARAGE STEP—UP a. 15CRA CARE APPLIED ATTFIRMMING. i PIL TREATMENT o 5r 2—STORY -L.B.W. 4' I-o z ?4�&2 a°(3)"SWEARON"[It$z )._ lZ)'5 MBAR OV CHAIRS CDGARAGE STEP—UP 6 EXTENDED FOOTING rm o `°°/\\//\ SCALE: I/2'.I'-m' 1—STORY L.B.W. �\.\,, �\ \ \ / / / i✓ // 1—STORY FOOTING 2—STORY FOOTING \!< �/i /' ��� �\ �� �f FFOOTING rXTETOM SLAB I I/Z' Ia. WEI a AT GARAGE A AT GARAGE m 6 LE: V2'=1'-m' �' DR '' •r-0 L Jr� SLAB AT S.G.D. s� @EXIT�ENDMSCALE: In -I m' 1® 6CALE:1' -m' 2 SHOWER RECESS FOOTER I•.p�: — (1)'S REBAR VERTICALLY W) CONC. L POURED CELL CONC„ REINK W/ 6'x6' WLQ WAV WUM SEE ENERGY CODE PCIR _ ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES FRST TERMITE TREATMENTWELL-COMPACTED GLEAM tEXTUI�D FN18H - BORA-CAI� v CMII (Z) MJ REBAR ON crrAIRB a �' (3rP. WL ESD. AB AT GARAGE c.RwreD BOND SEAM WOOD BABE TIE VERTICAL MBAR VARIES PER ELEV. 7 SERVICE DOOR TO HORZONTAL , . v ' TIE VERTICAL RE MAR SCALE, UZ •I -O REBAR W/ 10' HOOK £ TO _ J 0'-0' FIN. FLR I t AL .. CAULK n GROUTED BEAMVARIER PER ELEV. C a A IWEIA.R W/ I®' HOC71G VARIES PER ELE�s- BOND Z ui Fop A GONG. R=r'Fa�EP W/ 6'Xi' NOT USED ° ... E i ,4XWA UALF OR FIBERI'l ON 14 - a L •: °° 6-MIL. VAPOR RETARR ON! 1 r� NOT USED L ° GROUTED BOND BEAM ro WELL -COMPACTED CLEAN F(LL. I TERMITE TREATMENTTO BE -POURED L . ( J T;: VIE C _ CORA-CARE APPLIED AT �6, - e' CMU ED L LINE pp RRNMING. U (3) 9 WEAR ON CHAIRS `Y ZX WALL 1 m 6' PVC CFI)18E rHRl FOOTING .°a ° •a . CI`N (4)VX1' ANCHOR MOLTS m (4))VXT' H IR' DRFWN_L I -STORY J-BOLTS MM. S' EMBEDMENT W/ Z'XZ'XI/8' (Z) 9 REBAR ON CHAIRS a WASHER AND NUT SPACED EVENLY FROM ry ~ LOOK TO BOND BEAM. err IN JONTB iy (3)7 REBAR ON CHAIRS °p n 2—STORY FOOTING PRIOR TO FILLING. (6LEEVED ANCHOR N a 13 W/ BLOCK WALL /INTSOLID RAMS WAPOUR ACCEPTAl LL IT) SCALE: 1/2'4-0' ' ° (I) "B WEAR VERTICALLY W/ CONC. 15 BLOCK WALL CONNECTION POI? CELL SCALE: VJ'.I'-O' °. SEE ENERGY CODE PORMg FOR a ,.I INSULATION R-VALUES a , FOR INSPECTION REQUIRED L CLEANOUT REQUIRED 16 GAS LINE THRU BLOCK FOR NePE�I� FOR INSPECTION VZ' GYP. W_. BD. : + - Z WOOD BABE E e a; ( ° ry NOT USED a W 4' CANG. WrNP. W/ 6•w6• WAXWIAO UIWM - z I n qqn ON 6-MIL POLY ETHYLENE VAPOR L UE' RETARDER ON TERM TREATMENT SHAD all 0'-0' FIN FLR I CLEAN TIE VERTICAL REBAR '� ° 0 E,OR4-CARE & .. a •° ° a ° TO HVERTICAL ORIZONTAL BAR - r1J 7 REBAR SET N SIMPSON HIGH :.� g.: �"� aN5 � ° ° ro HORIZONTAL � 6TREIlll EPDXY 6' EMBED. MIN. (Z)'S W15AIR • I-STORT 10 REBAR U1/ 4100K a ��^�Fu ° IG£BAQ W! 10 N{.%GTti. I !3) 9 14EBA w 2-STORY � . ° R OR OUTSIDE REBAR 7O E9E-6' PVC CHASE THRl Foo7lf�s CONTNUOUS 7.1 a' rON� R 1NF. w/ 6'x6' wlAwuum —� .ems WWM ON 6-MIL POLY ETHYLENE < ° ° a °. LAPPED W/ BOND BEAM . VAPOR RETARDER ONE,•^ lV 5 REBAR AT CORNERS i 1-STORY 6 °6 WELL -COMPACTED CLEAN FILL a" ..:e W/ Z6' LAP MIN - q" &" q" (Z) 5 Il ON CHAIRS TERMITE nREATMEN7 SHALL BE ^' 3 HORIZONTAL/VERTICAL FT Z-STORY BORA-CAM 11 2'-I' MIN. LAP -'° (3) WO FeMAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH %L 1 REINFORCING I'-' OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING �J %>;1 BEARING CHANGE A B 6CALE:IR'.1' W BLOCK WALL SAT LINTEL CORNERS D rl­ATi- EXTEIRIOR F'007ERS AEI' ITINISI-I SI,AR'.9 70 E3E lOTIN. 12" E3EL0 NV UNIDIST°UTRE3El7E) ;OIL CONTROL DATE: 07/01/15 ARCHITECTS I 4J. N. RONALD REAGAN bLVU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA # 0003325 j F j F s i , a / t I x I i Ad IC: MONOLITTIIC FOUNDATION DTLS/SECTIONS N160 MPH EXP. C UL 12 JAMES CANTWELL AR NO 12079 DAT'.. 3/30/17 Rgzwilmwme 'r 6, FHe eq)y Y �r 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 1'30 FELT PAPER INSTALLED PER FBCR R905.21 ON �J." O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" CDX PRE-ENG GABLE TRUSS OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD 5EGUREP PER FIBERGLASS SHINGLES INSTALLED PER FBGR (AT SHEATHING SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER RTI052.7 ON Ib" 0.5.B. T T f=. (2) 12d's m EACH TRUSS INSTALLED PER FBCRTO 5E R90521 ON 16" O.S.B. SHEATHING OR �' CDX OF TRUSS SSPAN, OR V-OPO.C. SHEATHING OR" CDX PLYWOOD SECURED PER MAX. PLYWOOD SECURED FASTENER SCHEDULE MTL. DRIP EDGE St IFFBACK AT ALL UPRIGHTS PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE INSULATION R-VALUES VENTED ALUM. SOFFIT I" GYPSUM 15OARD OR }" HIGH t MTL. DRIP EDGE T om" PRE-ENG WD. TRU55 24" 0.C. STIFFBACK AT ALL STRENGTH CLG. BOARD SEE ENERGY CODE FORMS FOR MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FA5CIA PER ryAW Tu 1 HIGH (SEE SEALED ENG. — ELEVATIONS FOR SIZE 4 CONDITION.)MTL. DRIP EDGE° VENTED GYPSUM BOARD OR HIGH ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ 2x4 NAILER STRENGTH CLG. BOARD(2) 12d s ® EACH TRUSS I 0.5.8. SHEATHING OR J' CDX 2x4 s 24" O.G. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS CONC_ FILLED LINTEL BLK W/ lU SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET p2 5 REBAR CONTINUOUS WEEP SCREED OR 1/16" ZIP SHEATHING SYSTEM (SEE DETAIL 5/D3) INSULATION R-VALUES (INSTALLED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (I) VENTED ALUM. SOFFIT /� 05 REBAR CONTINUOUS 1'-011 PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2' EMBED. STRAP VERIFY MA50NRY w/ 1/2"x9" AB HIGH STRENGTH CLG. BOARD 1/8" THICK, 3 COAT PORTLAND W/ TRUSS PLAN o. . SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, 'I" CEMENT PLASTER OVER PWCAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALM'D METAL LATH WINDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.G. SEE ENERGY GODS FORMS FOR ON FORTIFIBER JUMBOTEX GRADE THICK, 3 COAT WINDOWMANUFAGT ATTACHMENT RES MENT5PECICAER MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE GONG. FILLED LINTEL INFORMATION) DIRECTLY TO MASONRY MANUFACTURES SPECIFICATIONS PRECAST SILL PRECAST SILL BLK. W/ ll) j1t3 REBAR OR �/16" ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUF. SPECS.) lU 05 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL j ' PRE -CAST GONG. SILL WEEP SCREED I GONCREPOU EVERTICALLY W/ F Ix2 P.T. FURRING STRIPS 9 24' O.G. (SEE DETAIL 5/D3) 5/8" THICK 3 COAT Ix2 P.T. FURRING SCRIPS o 16" O.G. PORTLAND CEMENT TO 2x6 P.T. Ix2 P.T. F NT SECURE GAURRING STRIPS m 16" O.C. PLASTER APPLIED I/2" GYP. WL. BD. PLATE W/ 126'6 8' O.G. MAX 8" GMU 8' GMU DIRECTLY TO MASONRY WOOD BASE SECURE 2x6 PT. PLATE TO BLK W/ 1/2' GYP. WL. BD. — 1/2' GYP. WL. BD. (1) 15 REBAR -- WOOD BASS x9 ANCHOR BOLT W/ 2 WASHER Ill I' WOOD BASE VERTICALLY W/ CONC.�� POURED CELL F . SET IN 51MP5ON HIGH STRENGTH 8" GMU I EPDXY �" EMBED. MIN. m 32" OC P �. MAX. a r tl a I%" THICK, 3 GOAT PORTLAND a " CEMENT PLASTER APPLIED u l DIRECTLY TO MASONRY z • • ` 1-STORY ' GABLE BLOCK � 1-STORY 1-STORY GABLE NOTE; PER 1=BCR 9m5.2.� - 1=0R R001 SLOPES 2:12 WALL W/ VAULT C LG. TO TISLOCK LESS THAN 4:12, A (2) LAYER UNDERLAYMENT CALE: 3/4"=1'-O" _y SCALE: 3/4"=1'-0" BLOCK WALL SYSTEM 15 REQUIRED. rCR ROOF SLOPES O= 4:12 OR GREATER, (U LAYER UNDERLAYMENT 15 5GALE: 3/4" = I'-m" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 675l 2X4a 2x44% 2X6 P.T. SECURED TO IX4 DIAGONAL BTM. 6EGURE To R 1 VE PIN4 2k4: 6ECukE To BLOCK "4' MASONRY w/ 1/2"xS' A B. w/ CHORD $RACING:. TAPCONS OR G SECURE TO BLO(,K W/ Vo' TARCIONS OR DRIVE PIN " II (MIN. SHANK 61 .145 TAPCONS OR DRIVE PIN IMIK 2 DIA. WASHERS, T MIN. SEE PLAN FOR 6F4ANK 612E .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. tiv SIZE 300 PRE-ENG'D WOOD MIN. EMBEDMENT I Ya') MIN. HEAD 617E 300 B' craU EMBEDMENT WITF-INN 8 OF LOCATION WITHIN a' OF EACCH END t MIN. EMBEDMENT I Y4') MIN. 1=.MBEDMENt I Y4') NOTE: STRUCTURAL 2X MUST BE 1S' DRYWALL EA. END, 32" O.G. MAX IN 8• LTTIU la' O.G. MAX 6PAGNG. NOTE` STRUCTURAL 2X MUST BE WITHIN a' aF EACH END < NOTE` STRUCTURAL 2X MUST BE WITHIN g' E,gCH END t CN OUTSIDE < SECURED I'X4' OR I'XZ' P.T. NAILER TRUSS (TYP) a 24' -LrK' DRYWALL ON OUTSIDE 4 SECURED THROUGW ON OUTSIDE ! SECURED 19' OG, MAXsPAGINo FIELD. 2x6 18' OC MAX SPACING: THROUGH NON-STRUCT omENT' Ix4 P.T. OR TEN MIN. SECURE TaK O.C. MAX I'X4' OR DO' P.T. NAILER NON-STRUCTURAL NT INTO THROUGH NON-S' EMMIRAL �(a,' wcurk INTO 5L MIN. I-Y<' EMBEDMENT SIMPSON ®11 Ix4 P.T. OR 4's'X4' MIN. SECURE t0 BLOCK W'2-i(e' MIN. I-Y% EMBEPMB•lt INTO 2X6m tAPGON MIN. I -A' EMBEDMENT SECURE t0 BLOCK INTO BLOCC ❑E t EXTEND l ii INTO BLOCK W/ SECURE THRU FRAME t TAPO" OR DRIVE PIN SECURE TO BLOCK N70 BLOCC W/I-I/4' tAPGGNB OR V TAPCONS OR DRIVE PIN EXTEND I-Ya' INTO BLOCK (MIN. SHANK 51M .145 W/2-W,' TAPGONS OR DRIVE PIN lMIK SHANK SIZE J45 q WETA-16 ❑ E TE%tAPGONS OR DRIVE MIN. HEAD 612E .500J DRIVE PIN ❑ MIN. HEAD SIZE 300 U (TYP) VERIFY ' CMU (MN. SHANK SIZE .145 MIN. EMBEDMENT I Ya') , DRYWALL (MIN. SHANK SIYE U45 a' CMU MIN. HEAD SIYE 300 ' CMU MIN. EMBEDMENT I -Al W/ TRUSS PLAN WITHIN B' OF EACH END t MIN. HEAD SIZE 30ID DRYWALL WITHIN 8 OF EACH END 4 IS' OG. MAX (MIN. SHANK SIZE J45 18' O.C. MAX SPACING. �'X4' OR PX2' P.T. NAILER MIN. EMBEDMENT 1 V) DRYWALL MIN. EMBEDMENT I Y%) 1'X4. OR I'X2' P.T. NAILER SPACING MIN. HEAD SIZE 300 ZkBi® ❑ ❑ 'X4' OR 1'X'U' P.T. NAILER WITHN 8' OF EACH END 4 MIN. EMBEDMENT I-Y4' WITHIN S' CF EACH END # 18' O.C. MAX SPACING. WITHIN e' OF EACH END t SECWW TO BLOCK W/2-%' Ntl' Ohs. X 4' MIN. 18' O.C. MAX SPACING. _ la' O.C. MAX SPACING TAPCONS OR DRIVE PIN DOOR CASING 2X8� SECURE TO BLOOD W/I-I/4' Nt•' O)i8. X 4' MIN.DOOR oASING DOOR CASING (MIN. SHANK 612E .145 SECURE t0 R OR WR W* DOOR OA61NG TAPCoNS OR DRIVE PN DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SITE 300 TAFCONS R DRIVE PN DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFAVU�S DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y%) DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 ATTACH TO 2X PER ATTACH TO ZX PER MIN. HEAD 81YP 300 ATTACH t0 ZX PER DETAILS. WITHIN 8' OF EACH END t MANUFAGTURE6 DETAILS. MN. HEAD SIZE 300 ATTACH TO 2k PER MANUFACTURES DETAILS. I8' OLa MAX SPACING. MIN. EMBEDMENT I Y%) MANUFACTURES. DETAILS. MIN. EMBEDMENT I Y%) MANUFACTURES DETAILS. WITHIN B' OK EACH END t WITHIN 8' OF EACH END t NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUME Ia' O.C. MAX BPAGING. NOTE, SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. JAMB lD0 NOT EXCEED Yi) JAIB (Do NOT EXCEED TO (,• JAMB (DO NOT EXCEED A9 JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCEW W ) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15//18" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +9-7/18" DOOR JAMB TO BLACK +3/4 OR +5/4 �'\ WINDOW TO BLACK +3/4 OR +6/4 inl WINDOW TO BLOCK +1-15/iS" %.N WINDOW TO BLACK +3" /11 WINDOW TO BLOCK +9-7/IS' (-T WINDOW TO BLOCK +3/4 OR +6/4 " SCALE: 3/8� \•"-/EG.4 : 3M = - ''' 5GALE: 3/6'=II_0• 6G : 3/a ='-0 ° SCALE: 378'•I'-0' 2X4w SECURE TO BLOCK W/ SECURE TAPGONS OR DCURE TO RIRIIVVE PINS' SECURE TO BLOCK IWY4' TAPGONS OR DRIVE PIN TApF OONS ORDRIVEPIIN� (MIN. SHANK SIZE .145 TAPGONS OR DRIVE PIN CONC. POURED (MIN. SHANK SIZE .148 MIN. HEAD SIYE 300 (MIK SHANK SIYE J45 MIN. HEAD $IZE 300 MIN. SHANK 817E .145 MIK HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y%) WITHIN LINTEL COURSE MIN. EMBEDMENT I Ya') WITHIN MIN. EMBEDMENT I Ya') WITHIN 8' Cr- EACH END t 18' OG. MIK EMBEDMENT I Y4') 8' MAXEACH END 4 18' O.C. a' OF EAC+ END 4 18' O.C. MAX SPACING. NOTE= STRUCTURAL 2X MUST wITHN B' of EACH END 4 NOTE: STF3ICTURAL 2X MUST X SPACING. NOTE: STRUCTURAL 2X MUST 2X6J= BE ON OUTSIDE < SECURED IS' O.G. MAX SPACING. !SE ON OUTSIDE t SECURED MAX SPACING. BE oT,1 OUTSIDE a SECURED THROUG14 NON-STRUCTURAL THROUGH NON-STRUCTURAL 2X6:m 2X6 W/2-%' A BLOGC 2X6 SECURE TO BLOCK WO-W SECURE TO BLOCK W/2-%' THROUGH NON-STRUCTURAL WR- ,' TAPCONS OR EM ECMEE N MIN, I-Y% TAPCO TO BLOCK WA-I/4' EMBEDMENT EDMEN MIN. 1-Y4' TAPCON6 OR DRIVE PIN TAPGONS OR PRIVE PIN TAPCON Milt I-Y% DRIVE PIN EMBEDMENT INTO BLOCK TAPCONB OR DRIVE PIN EMBEDMENT INTO BLOCK •a rw� sua�K cTN NAILS 9 oc_ (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK 1oP a aoTroM ECCSEs (MIK SHANK SIZE .145 (MIN. SHANK SIZE .14b rnw. SHANK 61zE .I45 IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIYE 300 MIN. HEAD SIM 300 a' Gr111 MIN. HEAD SIYE 300 RE-INFORGING 36' O.C. MIK EMBEDMMNT I Y4') MIN. EMBEDMENT I Ya'J WITHIN a' GNIU MIK EMBEDMENT I Y%) �y, D��L MIN. EMBEDMENT I Y%) e' CMU MAX ®TIZUSB $TM. WITHIN e' OF EACH END t 8' GMU 8' OF EACH END t 10' O.G. WITHIN S' OF EACH END WITHIN 8' OF EACH END t Yl' DRYWALL 18' Or- MAX SPAGNCs. K' DRYWALL 1 I6' O.C. MAX SPACING, Ix4 OR I XZ P.T. NAILER 18' O.C. MA x SPACING:. ❑ - CHORD, SECURE W/(3) IOd 14' MAX SPACING ❑ k4' OR I'X!' P.T. NAILER 2X8:® I'X4' OR I'X2' P.T. NAILER 2}(8:m ❑ I'X4' OR P)d' P.T. NAILER 2XBm NO 2X SECURE TO 2>0t . 6 EA. TRUSS SECURE TO BLOCK W/2-!(u' CASING SECURE TO BLOCK W'U-�/ ' OOR CASING SECURE TO BLOCK W/! d WI�TFUIN OF EACH SECURE TO BLOCK UUI-1!4' , OOR GAGING CHORD NAILS TAPCONB OR DRIVE PIN TIN. ONISSHA OR SIZE J4 PIN DRIVE P NPCONS R END 4 6' TO 8' O.G. MAX TIN. SIO OR DRIVE PIN GABLE END B R AC I N G (MIN. SHANK SIZE U45 (MIN. SHANK SIZE .145 (MIN. SHANK 817E .145 MIN. HEAD SIYE 300 DOOR JAMB OR WINDOW MR.L HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. NEAP SIZE 300 DOOR JAMB OR WINDOW MIK EMBE SING MIN. HEAD BIZ pMEN3 Y0) DOC7R DAMP. OR WINDOW MIN. EMBEDMENT I Y4') Or_ ATTACH t0 2X PER MIN. EMBEDMENT I Y18' WITHIN ttACH t0 2X.p E MIK EMWDM6NT I YW TTACH TO 2X PER WITHIN 8' OF EACH END / ATTACH TO 2X PER S' of EACH END < 18' O.C. MANUFACTURES DETAILS. 8' OF EACH END i IB' OL. MANUFACTURES DETAILS. WITHIN a' OF EACH END 4 MANUFAcTURES, DETAILS. 10' O.G. MAX SPACING. ANUFAOTURES DETAILS. Q II SCALE: 1J2 - I m MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO Nor EXCEED Y4') JAMB (DO NOT EXCEED Y4') 18' O+G MAX SPACING. NOTE, BRIM A6 NEEDED 4 PLUMB NOTE: BRIM AS NEEDED )4 PLUMB z JAMB (DO NOT EXCEED Y4') JAMB JAMB NOT EXCEED Yi) DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO BLOCK +2 ��4�} DOOR ]AAA TO BLOCK " DOOR 7ANH TO BLACK +3 /4' v (� WINDOW TD HIACK +1-1l2' WINDOW TO BLOCK +2 1!4 " WINDOW TO HIACK +3" WINDOW TO BLOCK +9 3/4 e " SCALE:3/a'•I'-®, " SCALE: SCALE: 3/8'=I'-0' "SCALE: 3/8'=1'-0' i FASTENER SCHE®ULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' „ DI.I.Y -I AG, I -AIM V z 'r 1/1 " OA USE 7116" OS$. OR I/2' CDX PLY WITH "B RING SHANK GUN NAILS AT 4' OG. ATOPINED SUPPORTED PANEL EDGES AND 48 RING SPANK, GUN NAILS AT 6' O.C. AT1/131, INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE S' R O.C. MAX. IN FIRST 2 FRAMING z ° :TYP. EXT. SHEATHING ATTACHMENT u S113 STRUCTURAL SPACES AT EACH END. �� RAFTER OR GRADE) CONNECTORS FROM SPUD TO PLATE ARE O ? - �j - I' "B 2' DECK SCP.EWS a 6'-a, z W 10 ROUND OR T 1 -10000 ROUND MODIFIED OR T 2 1/B' 12E Ii0000 ROOF SPIFATPIWN TO CABLE END FRAME RppF s EA -QUIRr RE D EXGEPY ®OPENINCsS �� —I \ 0 w ii u III O.G. MAX a EDGES 4 12' O.G. MAV IN CICI n IINtL1Q=A t=n 0 n �Yc vi.Ii_ mI I A.Iv „LI .I All c -.-.-. - _ `+_. •• •• •^--- -• • • •+• •-•-•- - V I\IIIV 41-1'1111\ VYI\ I\F11L/ USE 48 GUN NAILS w 4" O.G. NOTE: NAILS TO BE MFG. BY MEMBER OF MT. _ _ w SPANK TO EXTEND BEYOND' z ° + 6' O.G. IN FIELD STAPLE, NAIL 4 TOOL ASSOCIATION - ry w ' THICKNESS OF SUB -FLOOR '4u EXTERIOR SHEATHING I. 0.113 INCH NOMINAL SPANK DIAMETER L z j ° SHEATHING USE 1/2' CDX OR 1/16' OSB PLY WITP 05 RING SPANK GUN NAILS AT W O.G. AT 2. RING DIAMETER OF 0�I2 OVER SPANK DIAMETER PANEL SIDES AND 08 RING SPANK GUN NAILS 4' OZ. TOP 4 BOTTOM U 2 PANEL AND •B RING SPANK GUN NAILS AT 6' O.G. AT 3. I6 TO 20 RINGS PER INGP to 3) I t m INTERMEDIATE SUPPORTS. SEE DETAIL. 4. 02W INC4 FULL ROUND DEAD DIAMETER ROOF 5I4EATI4ING L.AYOU OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS. 5. 2 INCP NAIL LENGTH AND NDWALL �JRAG INCx NOTE: RING SHANK GUN NAILS $PALL BE PER HUTTED A$ AN TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATYACPMENT FOR ROOF ACCEPTABLE FASTENER FROM ANY MANUFACTURER _ BUILDING LENGTH I=OR CHAP L END I"RAM I NCxI---- ALL EXPOSED MEMBERS S IEATHING (OSB. t0 BE STRUCTURAL GRADE) A R C H I T E C T S Design YOU Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h W h x z w w Lu 'a � O V F a cl ILI w a h r A � 1- SVHDIV. dg LOT: CREEKSIDE LOT# 119 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 'IP1VMG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 12 LEA 3/30/17 SC :1/4"=1'-0" DEMET T2 File, cony FIBERGSLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN 2 f ON Y" OZ.B TRUSSES AT FIRST (5) FIBER.GLASS 5I-41NGLE5 OVER PROVIDE EAVE R9052. SHEATHING OR " CDX BAYS 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERCxLA56 SHINGLES OVER SHEATHINGS SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED " 0.5.5. 514EATI-41NG OR L" CDX CLEAR VENTILATION SCHEDULE VERIFY W1 TRUSS PER FBGR RwB2.7 ON I,, PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHINGS OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENCx TRUSS ; y -F- I" ITL. DRIP EDGE SEE ENERGY GODS FORMS MTL. DRIP EDGE rr�' � ' SEE ENERCs1' GODS FORMS MTL. DRIP EDGE „ PRE-ENCs WD. TRUSS <, WOOD SHEATHING FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA --O"H" 24" O.C. MAX. 2x4 OR 2x6 SUB -BAND FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" PER ELEVATIONS PER ELEVATIONS NIGsP STRENGTH CLG. BOARD CONt. 2x4 RAT RUN SECURED PER ELEVATIONS �" GYPSUM BOARD OR �" STUCCO WRAP DOUBLE TOP PLATE VENTED ALUM. SOFFIT W! (2) 12d's e EACH TRUSS VENTED ALUM. SOFFIT I�ICs1-1 STRENCzT�4 CLCx. WRB LAYER 02, FCRTIFIBER VENTED ALUM. SOFFIT �" SEE ENERCzY CODE FORMS FOR BOARD TYP, WINDOW HEADER SIZE VARIES 1�' CDX OR I/16" OSB t METAL L PAPER METAL LATH a.H. PER WINDOW OPENING SEE INSULATION R-VALUES I,00(d" UPLIFT SIMP50N SECURE TO WALL PER FASTEN TO WOOD STRUCtLLRAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8 GYPSUM BOARD OR CONNECTOR SP2 9 E G, MEMBER ®i" O.C. MAX I/2" CDX OR "I/16" 055 DETAILS 1/2" HIGH STRENGTH GLGS. :' ON SHEET D2 2x8 S1'P *12 2X8 STUD '1/8' TEXTURED SECURE TO WALL PER BOARD FINISH • WOOD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 7l16" ZIP DBL TOP MANUFACTURES SPECIFICATIONS SHEATHINGS SYSTEM DOUBLE TOP PLATE ON SHEET p2 WINDOW HEADER SIZE VARIES PLATE � "M" TYPE CONTROL JOINT (INSTALLED PER y. FRAME to BLOCK OR 7l16' TIP WINDOW SILL MANUF. SPECS.) PER WINDOW OPENING SEE OONNECtION SEE DETAIL SHEATHING SYSTEM 2x6 STUDS aS 16" O.G. MAX W/ HEADER SPAN CHART FOR ZIP SHEATHING I5/DI (INSTALLED PER INSUL., SEE ENERGY GORE DETAILS SYSTEM CINSTALLI=D 2 DRY WALL ® 6' METAL LATH STRIP MANUF. SPECS.) FORMS FOR INSULATION WINDOW ATTACHMENT AS PER PER MANUF. SPECS.) I" A WIDE STRIP SELF 2 DIA ANC{-40R BOLT ADHESIVEBEFOH(E GLEAN 1/8 THICK, 3 GOAT R-VALUES MANUFACTURES SPECIFICATIONS AT I(o" O.G. MAX WITI-4 -t" MASONRY BEFORE APPLYING 1/8" THICK 3 GOAT OR CEMENT PLASTER ' T 4 G SUPFLOOR CLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" TEXTURED APPLIED TO METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS ® 16" O.G. MAX W/ FINISH • MASONRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE SI-IEATI-41NCs DIA. WASI-4ER OF GRADE "P" OF GRADE 'D" FORMS FOR INSULATION 2x8 5 T P "2 8' GMU BUILDING PAPER OR BUILDINCz PAPER OR R-VALUES WOOD STUDS ON PI PAPER BACKED LATHc>A PAPER BACKED LATH" t 4 Cs SUBFLOOR CzLUED ANp AT 12'" O.G. MAX UA X VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER Nx HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN ]DISSIMILAR Z23� 2x8 P.T. 5l'P "2 f O SOLE PLATE (1) COURSE TIE -BEAM ATERIALS POURED SOLID WITH — DETAIL 5 '`'PRE-ENGS F TR 5 n Z CONCRETE. (1) *S SCALE: N.T.S. (INSTAL 5 Ecs.) z REBAR HORIZONTALLY GONG. FILLED LINTEL" PS OR 1' HIGH Imo' O 4 3/4" T 8 Cs SUBFLOOR GLUED BLK W/ lU +5 REBAR RENCzT G BOARD DETAIL 5 WEEP SCREE PRECAST LINTEL AND SCREWED A5 PER CONTINUOUS Ixa N ER/DRAFT STOP PRE--ENCz FLO 55 O �/ ASTM 926-C 63 C FASTENER SCI-4EDULE ON C INSTALL P PE SJ 1-u (SEE D 1 2/D ) WINDOW ATTACI-4MENT AS 5I-4EET D2 I" GY M } w PER MANUFACTURES% 7 SEE ENERGY copE FORMS HICK 5T N G. BOARD W SPECIFICATIONS FASTEN 2X4 RIBBO C GMU) W/ (5) 126 NAILS EA FOR INSULATION R-VALUES 14.I NAILE /DRAFT STOP O w PRECAST SILL 5 PRECAST LINTEL C C. FILLED LINTEL BLK W/ ly Z "5 REBAR a 16" °5 REBAR CONTINUOUS OUS z W O.G. MAX, IN PR Cx FLOOR TRUSS lli CONCRETE (INS L P MFG. SPA= AS _GSJ 0 WINDO W ATTACHMENTPER MANUFACTURES SPECIFICATIONS j SEE ENERGY CODE FORMS pC z POURED CELL, Ix2 P.T. FURRINCx STRIPS 5!8" THICK, T PRE CAST CONCRETE SILL FOR INSULATION R-VALUES O 0 VERIFY PER m 16 O.G. N . FI ED LINTEL BLK W/ PORTLAND ENT IL � PLAN. CI REBAR CONTINUOUS PLASTER A PLIED 0 PRECAST LINTEL 0 � all CMU DIRECTLY TO (1) "5 REPAIR VERTICALLY Z MASONRY WINDOW ATTACHMENT SPECIFICATIONS AS PER I/2 cal P. WL. BD. RIBBON a WJ GONG. POURED CELL O O R-4.1 5/8" THICK, 3 A MANUFACTURES SPEGIFIGATIONS U # . Ix2 P.T. FURRING PORTLAND GEM t PRE -CAST CONCRETE SILL N INSULATION C1) 4 CONTINUOUS REBAR �? FAS TEN ING DETAIL STRIPS a 24" O.G. PLASTER APPL D WOOD BASE U SCALE: 3/4" =1' -0" 8' GMU DIRECTLY TO (l) "5 REBAR VERTICALLY 4 O a 1/2" GYP. WI-• BD. MASONRY D p] Z 4 REBAR 48 LONG GONG. POURED CELL — �_ p W/6 I-400K � 2411O.G., Q j WOOD BASE Ix2 P.T. FURRING _ z Q p a MIN. 24" IN SLAB z r 0'-0" STRIPS ai 24" O.G. O � � �/ ROOF TR1J66 UPLIFT I 2'-0" (M1N CONNECTOR NOT �� T FIN. FLR 8' CMU ` I IN 5LAB) cLARIrs�Ee O �I It I/2' CzYP. WL. BD. �% SHOP DWrssJ r a�¢ WOOD BASE � 4 I �7 0'-0' o FIN. FLR ------ 3 1/2" GONG., RE INF. W/ 6 "x6 ° r ° r WALL a I bHEARIORTPING lAL WI.4XWI.40 WWM ON 6-MIL EXTERIOR WALL SECTION — - �_� POLY ETH^I'LENE VAPOR N ) RETARDER ON FASTENEACH EAH STUD WOOD — p 1 • a t0 DBL TOP PLATE ° W/ U5P 5PtZ4 NAIL 2-STORY 2-STORY �;;:WELL-COMPACTED LTERMITPE GREATMENTN PER MANUF.6PEG8. FRAME TO �> FILL T RM BORA-CARE WALL WALL0 SECTION SECTION LOCK WALL ° ? -�" SECTION AT TOP II- I II � � -� C3) *5 REBAR CONTINUOUS � OF EXTERIOR WALL 1 SCALE: 3/4 -I -0 SCALE: 3/4 =1 -0 ON CHAIRS SCALE: NT6 FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FI5E%SLA55 SHINGLES NOTE OVER 030 FELT PAPER OVER #30 FELT PAPER PRE-ENG GABLE TRUSS 1 VO it E: EXTERIOR WALL STUDS PLACE 6TRAP6 SPACED INSTALLED PER FBGR INSTALLED PER FBCR (WALL SHEATHINGS Not AND FASTENED AS SPF STIFFBACK (SEE SEALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE R905.2.1 ON a' O.S.B. RS052.7 ON �" O.S.B. SHOWN FOR CLARITY) 6HOWN WITH ONE EN6. PACK FOR SIZE 4 CONNECTION) 6 ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP AT SHEATHING OR }" GDX FASTEN STUDS TO BLOCK WALL EACH WINDOW KING STUD SHEATHING OR CpX 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST PLYWOOD SECURED PLYWOOD SECURED WITH USP 11STAab STRAP WITH TRUSSES At FIRST (5) BAYS 4'-0" TRUSSES At FIRST C5) BAYS 4'-0' RIDGE. DIAGONAL FASTENERS A6 SHOWN. INSTALL PER FASTENER O.G. CAT SHEATHING SEAMS) PER FASTENER O.G. (AT SHEATHING SEAMS) BRACE TO BE w ANY STRAP • EA. END (UN.0) SCHEDULE SCHEDULE tST COMMON48DIA NAILS * IOtE. � �� SPACE STRAPS A5 FOLLOWS: MTL. DRIP EDGE DIAGONAL BRACE SPAN 15 -0 OR w STUD m.148 DIA x I v2' MTL. DRIP EDGE GREATER. REFER TO -ITm MPH �c�: sa' o.c. L ) 2x4 OR 2x6 FASCIA CENTER OF TRUSS SPAN OR TRUSS ENG. FOR Ism MPH 'B': aa' o.c. PRE-ENG W . tRUSS 24" ' PRE D. 24" -lam MPH 'c' ae' oc. 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL O.G. MAX. O• HORIZONTAL TRUSS TOP OF STUD WALL BRACE TO BE 4P ANY SPAN SECURED W/ l3) 12d REINFORCEMENT. SOLE PLATE PER ELEVATIONS 15'-O' OR GREATER. REFER NAILS FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO TO TRL155 ENG. FOR SEE FASTENER v SCHEDULE ON SHEET SECURE TO 0'-0" t0 30'-(O' CIJ HOLES Wl t®d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE 1/2" CDX OR 1/16' 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING WOOD BAGGING (2) 12d 30'-I" TO 60'-0" C3) �� i DO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (I) X-BRACE TOP HOLE NEAREST TO TOP SECURE to WALL PER NAILS T°� of of CMU BLOGG WALL FASTENER SCHEDULE 0'-0' TO 30'-0' (1) 1/2' CDX OR 1/16" 055 a CENTER AND (2) MASONRY WAIL - ON SHEET p2 X-BRACE SECURE to WALL PER BRACE DIVIDED O IICT OR 7/16" ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER =- _.lL STRRAAP To cMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (U X-BRACE ON SHEET D2 - Wr tT) 3r16' DIA x I-va MANUF. SPECS.) a CENTER AND (2) OR -I/16' ZIP SHEATHINGS TO ENDLONG TA BRACE DIVIDED SYSTEM (INSTALLED PER �� WALL SCREWS PCOK MASONRY WEEP SCREED, SEE _ GONT. 2x4 SPF Rat RUN SECURED W! EGri IALY FROM CENTER MANUF, SPECS.) CONT. 2X4 SPF RAT RUN SECURED W/ DETAIL P.T.SHEET WI = (2) 12d's w EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 2x s � EACH TRUSS GABLE END �� l 2X6 . SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632" O.G. MAX. OR C2J 2x4 "2 S.Y.P. DIAGONAL BRAGS WJ 1/2"X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 to (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE t0 2x6 X-BRACING DBL TOP PLATE 5/a" GYPSUM BOARD OR 1/2" HIGH BRACING TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.G. 5/8 GYPSUM C BOARD D I/2 HIGH SCALE: 3/4" =1' -0" 2X STUD 16' O.C. MAX. STRENGTH GLG. BOARD SCALE: 3/4" =1' -0" `� MAX. STRENGTH CLG. BOARD SCALE; NT6 A R C H I T E C T S 1441 N. HUNALU KtAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 OIIIIil rn W � cU z w w LLj O F U w � A � F C q � r i9T lmrv. de LAT: CREEKSIDE LOT# 119 PIROJECT 0432 .000 acOnErr 4EBB "1828-CALI" GARAGE 8wn4G: RIGHT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH MR C (ARCHITECT: STATE OF FLORIDA U 1 = 701 3/30/17 1/4"=1'-0" ��� -py _3. 5� y *NO-r=: NAIL 5I4r=At�4ING TO ALL 2X AS PAR EXT. SHEATHING NAILING, 86 4" 0 ?rNx 6 4 6"-8" O.C:. MAX IN THE FIr=Lp 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE SECURE 2xb MIN. TO BLK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN. A W/ 2'X2ffA WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE MIN. (4) 10d GUN NAILS DBL. TOP PLATE DBL. TOP PLATE 2X4 II O.C. MAX. 2x4 COLLAR TIE AT EVERY OTHER IS' O.G. MAX SECURE 2X4t0 © 7779 0 RAFTER W/2X4 MIN (3) I2d NAILS ORWOOD W. STA + RE O.C. STAGGERED MIN. (4) I0d GUN NAILS SECURE 2x4 W/ 2-I/4' SECURE 2X4 W/ 2-W*'2x RAFTERS TAPCONS OR DRIVE PIN tAPCON6 OR DRfYE PIN NO NAILER SECURE TO TRUSSES (MIN. SHANK SIZE J45 MIN. HEAD SIZE300 MIN. (MIN. SHANK SITE .145 MIN. HEAD SITE .3 BELOW WY (2)I2d NAILS OR EMBEDMENT I Ya W/1N EMBEDMENT I Y4' IN 8' EA. END NOT E ED FLAT TO BLK (3) 10d GUN NAILS + EA TRUSS EA END Not To EXCE BT. PLA O AX ARGi 4WN1/2'x W/ GUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 uIENT MIN. 0 CREATE VOID FOR STRAP 2x4 SO BLOCKING W/(4 X2'XI(e WASHER NA pD SECURE SHION EATHING SPACED EVENLY FROM FLOOR TO 2 BLOCKING 1/2, CDX WITH MIN. 2-.I2d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER - SE T NG EA. END PRIOR TO FILLING. P�-ENG TRUSSES WITH M 2-I2d PER BLK MIRT 1-2X6 Pt BLOCK + CENTER OF EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR HEADER WKi)VXS' J-BOLTS pRE-ENG. TRUSS 1 WITH WINDOW SCALE: I/2"=1'-O' r� 4' EMBEDMENT W/ 2"X2'XY®' WASHER AND NUT. 0 ALTERNATE CONNECTION CONV. FRAMED ROOF M5TA-24 RAFTER TO BLK'G 4 SCALE: 1!1'=1'-0' =1' BETWEEN TRUSSES SCALE: 1/2' -0' 2X4 SECURED TO / 6AB O NG W/(2)12d NOTES: CONNECTOR VERIFY W/ASS "ZITS UPLIFT SIMPSOM HTSM20 _ ALL ANCHORS SHALL BE IN ACCORDANCE t0 /r 2X CU D t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS FRAMING PLAN --DOUBLE TOP PLATE W/10 10d TO TRLLSS AND (4) 1/4' x 2 1/4" GAB ARE MORE STRINGENT -- W 2)I EA. UPRIGHT GARAGE DOOR RIPPLE STUDS + 16' D.C. TAPCON5 TO COST POURED LINTEL \ _ (�)B�UCK ATTACHMENT MAX SIMPSON LSTA-12 + EA. JACK IWO UPLIFT HEADER SIZE PER LE: I/2'=1'-0" SPAN CHART. STUD, BOTH SIDES OFC2) SIMPSOM HTSM20 OPENING. INSTALLED ON OPPOSITE y _ I L-30 + GABLE TRUSS BLOCKING 2x4 BLOCKING SHEATHING. NG. SHEATHING TO BE FACES OF BLOCK WALL W/10 10d 0d TRUSS S AND ITO x 2 I II PLYWOOD \ + EA RAFTER DOOR WITHIN;' OF WINDOW/ DOOR TAPCONS TO GONT L-30 EA \ RAFTER Hz 5 EA RAFTER 2x4 RAFTER + 24' O.G. �( 2x4 FRAMING (TYP) (�CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG 2X4 DBL. SP4+32' O.C. MAX 2X4 DBL. 2X4 TOP PLATE TOP PLATE TOP 4 50TTOTTOP PL TE 1/2" CLG, BOARD F RE-FAB PRE-FAB PRE-FAB TRUS I/2' CLG. BOARD TRUSS 1/2" CLG. BOARD TRUSS -FAB 1/2" CLG. BOARD TRAC METAL O TRUSS D I/2' DRYWALL ^ TRACKS, TOP s S +16' ,/l BOTTOM O.C., UON. 1/2" DRYWALL 1/2" DRYWALL 2X4 CONT, 2X4 WOOD T. STRESS STUDS +161, SS BLOCKING O.C„ U.O.N. omwx 2X4 WOOD 04ANNEL SNAPPED MID -WALL MID -WALL SECURE BT. PLATE STUDS +24' STUDS 24' OtGOV SE 1/2'X9' TO SLAB W/ 10d O.C. LAYER CkjYI - MASONRY NAIL + TY M JW F-LA TO SLAB W/ 10d MASONRY I/2' DRYWALL r i �' T W I'IQyG� 32" O.G. MAX Atr D TO EACH NAIL + 32' O.C. JIX4 III SID + 12' O.C. O MAX SEE FOUNDATION IFLATE CONC. 5LA5 FOR DETAILS CONC. SLAB CONC. SLAB q o' C. SLAB SEE FOUNDATION FOR DETAILS SP4+32' O.G. MAX 1-STORY 1-STORY 1-STORY 1-STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (NO UPLIFT) (W/ UPLIFT) (NON-BRG.) (NON-BRG.) SCALE:I/2'=I'-0" 8 SCALE:I/2'=1'-0" 8 SCALE: I/2"=1'-0' 8C SCALE:I/2'=1'-0" 6'-O" OF�ENING _ ° ° a ° ° ° ° ° PRECAST LINTEL ° — a Q a f ° -- TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS THAN I ° 'I ° ° 1 1/2', WINDOW MUST BE a SECURED TO BLOCK 2x4 BLOCKS SECURE 2x TO BLOCK W/ (2) ° a ° j TAPGONS OR DRIVE PIN (MIN SHANK SIZE .146) _ (MIN EMBED. 1 #") ° ° WITHIN 8" OF EACH END AND ° 18' O.C. MAX SPACING. i 1° ° CMU WALL 1 /° ° a d ° A ° a ° d < ° 4 4 11 IL 4 ARCH WINDOW FRAME OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE 7 —KING STUDS (SEE HEADER / �%' SPAN CHART FOR DETAILS FIR tRl1S5 AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY + A TIME USE I2d NAILS, TWO WITHIN 6' FROM EACH END # NO MORE THAN 12'O.C. STAGGERED 1/2'x'3' A.B. MIN. i' TAP CONS �EMBEDMENMT S' FROM EACH MIN 2' COVER TYP. INTERIOR END < 32' O.G. MAX. - APART DOOR OPENING WD FRA SP4 OR H5 + TOP AND 1 SCALE. la"=1'-0' BOTTOM PLATES FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES SIH DES RETROFIT of OPENING. 12 N.TA. LINE OF SLAB «5 REBAR VEW. IN -CORNER BEAD SOLID GRCOUTED CELL SEALANT 4 5/8' THICK J COATS BACKER ROD CEMENT PLASTER 8' CMU SEE APPLIED STRUCTURAL FOR DIRECTLY TP REINFORCEMENT �I MASONRY 2x6 P.. TLLD . FILL �ATfACHEP PER CELL PER PRODUCT SPPROVAL REEL i - FROM MIAMI-DADS COUNTY i WEATHER STRIP MOULDING ALL AROUND (BY GALV. STEEL_ .,. DOOR MAMP.) TRACK BRACKET$ FASTENED TO WOOD JAMB UI/ G,gLV. STEEL 3/1111 I/4' LAG OVERHEAD DOOR VERTICAL TRACK SCREWS , I, MIN BY MAUF. BY OtFRS SLIDE FASTENED TO ROOM SCALE. 3/4" =1' -m" W/ 1�/4CK-2mX%tIrS 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-E SSES W/ TRUSS GON TOR RIFT W/ PRE-ENG TRUSS PRE-ENG.tRU55 MI PLA —DOUBLE TOP PLATE z DO LE 2LATE �-ENG TRUSSES OR 2x GONTNNOUS STRESS DBL. 2X TOP PLATE _ GONV. FRAMED RAFTERS 5104+32' O.G. MAXJ BLOCKING MID WALL i/16' 0.5.5. a E TUDS + 16' O.C. 2x STUDS + 16' O.G. MAX, OR 1/16' ZIP SHEATHING v= A U.C.N. SYSTEM (INSTALLED PER -ENGINEERED MANUF. SPECS.) HEADER SIZE PER SON LSTA-12 + EA JACK TRUSS q' T t G SUBFLOOR GLUED 2X BLOCKING + SPAN CHART. STUD, BOTH SIDES OF AND SCREWED AS PER TOP aF OPENING. MTS-12 Fdg R SCHEDULE In, GDX � � 2x STUDS + IS" O.G. MAX W/ N,PR BtLLDS 70 Y SHEATHING. SHEATHING TO BE FLOOR STUDS 2X STUDS 16, O.C. M wI _ W OW WITHIN }' OF WINDOW/ DOOR II MSTA-36 + 32' 2X BTM. OPENING AND SECURE PER 2X OG. MAX NAILING SCHEDULE 3/4' FLOc.�WECKING � � O PLATE y 1/16' 05.5. MSTA-36 32' O.G. KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS [ ' NGINEERED ^ AND SPECIFICATION) V FLOOR GIRDER _ JACKS (SEE HEADER SPAN A ING OR 2XQ X4 STUDS 16" O.0 PRE-ENG FLOOR TRUSS BTM. DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND D PLY D. TAGHED FLOOR TRUSS SPECIFICATION) R FAS NER SCHEDULE PLATE 2x CKIN MI STRESS ON SHEET D2 BLOOCKING MD WALL 19 (1 CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK JACK STUD ASSEMBLY TO 6' ZIP SHEAI TS- 2x STUDS + 16' O.C. MAX, W/ 1/4" GAP FROM BLK TO 01 SECURED ONE PLY + A TIME. SYSTEM (INSTALLED PER TEXT. FINISH U.O.N.USE I2d NAILS, TWO WITHIN 6' MANUF. SPECS.) 1/2' GYP. WL. BD. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT FROM EACH END 4 NO MORE 2x4 BLOCKING UNDER _ SECURE Br. PLATE r0 PERIMETER OF 01 TO PROVIDE CONT. NAIL PATTERN L IL THAN 12' O.G. STAGGERED WALL STUDS SCURE ETA-16 SP4 OR H5 + TOP AND BETWEEN TRUSS BAYS W/ TRUSS -ENCsINEE55RED SP4+32' O.G. MA SLAB W/ �'x9" ANCHOR Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP O BOTTOM PLATES + EA FULL (3) 12d's EACH END "CMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSONy HIGH STRENGTH LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE EPDXY I" EMBED. MIN. ® SHEATHING + TOP OF WOOD FRAMED WALL TO BE OF OPENING. STAGGERED MIN. OF I6' FROM SHEET BELOW - -- SHEATHING TO LAP TOSIMPSON STUDS + 16' O.G. • _ 32' 01 SP4 ® Q TRUSS BELOW- SHEATHING BOTTOM OF PRE-ENG'D MTS-12 +EVER STUD 5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE INT. 2-STORY L.B. W. FROM 2ND FLR LINE. XT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL ®ENTRY SCALE: IR =1 -0 aW�R OPENING WD FRAMED TTACHMENT_ SCALE: 3/4"=r-0' SCALE: 1,III -0' @_ASCALE: 1/2'=1'-0' CONTROL DATE: 07/01/15 ARCHITECTS VD^^esign I V� Inc. 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U � F- Z W lll 2 O V F W � a a- F r A � t r ti BUBDIV. da IAT: CREEKSIDE LOT# 119 PROJECT# 04321.000 MODELA 4EBB "1828-CALI" GARAGE BTrMG: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AMAR 3/30/17 1/4"=1'-C n ARCHITECTS Y IA41 N. RONALD REAGAN I LONGWOOD, FL 3275( PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003325 .a s� r; t. k sxmnrv. ac Lon CREEKSIDE LOT# 110 PROJMCT# 04-321.000 PAGM PRODUCT APPROVALS 1_00 MPH EXP. C copy NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFOR`1ED CONTROL JOINT `~ J, THICK, 3 COAT CEMENT J FLANGE OF CONTROL JOINTS T w2, BE WIRED TIED TO LATH s g" WRB LAYER FO 11=15ER O.G. MAX (VERT.). NOTE: DO BUILDING PAPER NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WR15 LAYER M, FASTENERS TO BE SPACED STUCCO WRAP s T' O.G. MAX VERTICALLY WOOD SHEATHING OR -1/16' TIP SHEATHING J SYSTEM NSTALLED PER MAC GS.) r V TO }• GAP MIN. NTH SHALL NOT CONTINUOUS a° TO a MIN. LPLACED 6" IN MIN. ROUGH CONTROL ,INTO BUT SHALL STOPPED AND 'D AT EACH SIDE. PROVIDE 2X4 BLOCKING tR ASTM GI063 FLAT MAX. 6' TO S' 2)JA FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON :ASTENERS NAILS STRUCTURAL STUD FOR LATH TO ISE OR APLES IN COMPLIANCE W/ ASTM C1063 WIRE TIES TO BE (NO. IS) 00415' WIC BLOCKING SHOWN MAY BE IN ADDITION' \ ) WALL STUDS REOUII1irHD PER PLAN / "M" TYPE CONTROL JOINT (1 ) I. FOLD NWARD • PT. A `{ ) L FOLD INWARD • Pr. A 2. GREASE s PT. B S. GREASE • PT. C NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES OI. FOLD INWARD • PT. A Z CREASE = PT. B w e. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) t 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO 13E TAPED LATH VERTICAL LAP TO BE 1" WITH FORTIBER SHEATHING TAPE /f \ I• MIN. LAP a ME AL LATH ii x x ----f METAL LAN WRB LAYER M, STUCCO WRAP 6' MIN PAPER LA E3E1_OW ONLY f WRB LAYER M2, FORTINEIER �DUILDING PAPER I" MIN LATH NOTE: IF ZIP SHEATHING: SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LAP, 4" OVER ivi ALL LAP 2 APER LAP SCALE: 1 I/2'=I'-& �jvm� ® KIC ]KO UT DETAIL OI. FOLD NWARD • PT. A 2. CREASE • PT. B 3. CREASE Y K. C 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES COTTON FLANGE Q �✓ BOTTOM FLANGE WATER TIGHT SEAL FOLD, 22 NOT CUT. /'PLAS R3 GOAT CEMENT WRS LAYER "2, FORTIFISER BUILDING PAPER WRB LAYER "I, STUCCO WRAP LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPIiOX Ili' ABOVE B. BRINDLES ROOFNJALL BGIPtEED ~" 5xS WALL FLASHING ID KICK -OUT FLA84N6. (SEE DETAIL) y FELT UNDERLAYMENT SHINGLROOFING— DRIP EDGE OVERLAP 3, EXTEND 1/2' HELOW &AEATFING, MECHANICALLY FASTBd 4' O.C. MAX f — FASCIA WRAF+ WATERTIGHT SEAL (BEND OR SOLDER DO NOT CUT) J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIESER BUILDING PAPER WRB LAYER W, STUCCO WRAP WOOD SHEATHING OR 'tAb' ZIP SHEATHING: SYSTEM (INSTALLED PER MAiWUc. SPECS.) VERTICAL LATH 8� PAPER DETAIL WOOD STUDS NOTE: SHEATHING SIDE LAPS OF METAL OR 1/16, ZIP SHEATHING SYSTEM PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) BE SECURED TO BUILDING FRAMING MEMBERS. PAPER THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN, MI-MM) STUCCO WIRE At INTERVALS NOT MORE THAN' (229-11M). AS PER ASTM CI063 "fb.l. ( MIN. LAP AP ® LATH AP ® PAPER FOR REPAIR OF TEAR* HD RIZ O NTAL LATH IN WRB LAYERS, TEARS MAY BE PATCHED & PAPERS DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAVER 01, STUCCO WRAP 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB E TAPE OVER ROOF/WALL SCREED 5`X5' "L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT SHINGLE ROOFING 5 )) L)) FLASE-11ING. N.T.S. GUT AND OVERLAP ONE SIDE OF SELF -ADHERING: MEMBRANE FLASHING STEP *I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 6, 6'x6' SELF -ADHERING MEMBR a FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" SELF -ADHERING MEMBRANE FLASHING: OVER APPROVED 1Y HOUSE WRAP. FLASHING To EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP �Lr-A HERING MEMBRANE WRB LAYER 1, --- --- STUCCO WRAP -- - WWgFuML��AYYER 02, FORTIN5LR p I. - METTAL LATHAPER I b'xb' SELF -ADHERING MEMBRANE FLA5HING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND INTO PIPE 4'x4" SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INNLTRATION BARRIER OVER SHEATHING I I ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.6 1 NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Exterior lathing and plastering Exterior use of portend Dement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. r._,�FIFE F N TRATiON DEETAIL tj E G E N D- DRAINAGE 1=LANF- (WR5 LA1r R #1, 57UGGO UJRAF) WfR5 LA'�ER #2 (FIVRTIF:IBER PU'ILDING FAFER,) 1�ITL L x-- -x-- :;----x I.000D eHEATHING OR 1/1611 ZIP SHEATHING 51'STEP'M ONSTALLED PER MANU=. SPECS.) S LF-,4DHE5IYE FLAeHINC — — - ___-- NOTE: 1`�IETAL LATH: LATH TO 8E FDER FBG R-103.&.1 / A57-1 G-B4l-01i9/ 1°,'IN, 2.� LDS, RER 5Q. ,r AFPD (UITILIT`"' OR NQ'M'IINAL L.ATI4 DOES NOT i" IE T SFEGIFIC,ATIONS) 144.1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 000332.5 PAG100 WALL ASSEMBLY DETAILS 10 MPH EIS'. w JUL 127 JAMES J CANTWELL AR NO 12079 FR cc-p i i ■ ■ NOTE: IF ZfP 5I4EATI4INCs SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5ACKER ROD J I I BACKER ROD WRB LAYER *I, STUCCO WRAP INSTALL 6' 8ELF-ADI4ERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ESE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT At TOP AND SIDES ONLY. Nt IS TO BE TOOLED SO S TTEFLECT WATERA AY MUOINTS. E-Z LND L Nt ALLAkT JOINTS NTERSECTIONS APP Y SEALANT At PERIMETER OF MOVABLE FRAME AND STUCCO ON ALL SIDES, Y¢" CAULKING s JOINT ALL AROUND HOOPED VENT " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDINGS PAPER WOOD SHEATHINGS (DA DRYER VENT (F1RAME WOOD coNstucrioN PI=R MANUF. r7mc5d OR WOOD SHEATHINGS WRB LAYER SI, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDINGS PAPER �— b' WIDE STRliw SELF ADHESIVE FLASHING, CLIHAN MASONRY BEFORE APPLYING Z PLA54ING STONE VENEER --N f OVER SCRATGI-4 COAT U HORIZONTAL WEEP SCREED WZSTONE VENEER ( FRAME TO BLOCK) DRAINAGE PLANE (WRB LAYER ;*I, STUCCO WRAP) WRB LAYER #2 (FORTII=IBER - - - — BUILDING PAPER) METAL LATH X—X---X--x STUCCO 44 WOOD SHEATHING 1 OR rt/Irr" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE PLAS44ING — — — — NOTE - METAL METAL LATH: LATH TO 5E PER F-BC R103.6.1 / ASTM G-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFIGATIONS) STUCCO FINISH 6" SELF AD-IESIVE OVER TOP E SIDES SELF FLAS-41NG UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT a TOP 8 SIDES L BUILDING PAPER OVER 'QUICK FLASH" PIPE THROUGH WALL I 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH NOTE: IF ZIP SPEATI-41NCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE:: N.T.S. ELEC. METER FIELD 1 VERIFY L OCATION El_ AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/B CK- ROLL PRIOR TO ELEC. METER INSTALLATION JJOOD CONSTRUCTION 1/I6" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD 544EATI-41NG WRB LAYER 01, STUCCO WRAP WRB L =0 TIFIBEfR DUI I P 8" K, 3 GOAT CEMENT PLASTER %s" TO Ye" MID -WALL JJEEP SCREED SELF-ADHESIVE FLASHING WOOD FRAMED j I LIT WALL A HORIZONTAL WEEP SCREED ( FRAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES `—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM T("GREAT STUFF" OR SIMILAR) -L APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ALE "TRICAL CONDUIT ENETRATION EDCOE APPLY E-Z 5EAC OVER rc(D MIN GRADI= 'D" 1=ELT-PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONSTRUCTION 8' CMU 7/I6' TIP SHEATI-HNGs SYSTEM (INSTALLED PER MANUF. SPECS.) OR ,—WOOD SHEATHINGS WRB LAYER MI, /STUCCO WRAP CURB LAYER "2, FORTIFIBER BUILDINGS PAPER ,.---METAL LATI-4 TEXTURED FINISH a WOOD FASTEN TO WOOD STfqJCTURAL MEMBER • T O.G. MAX V TO )4° MID -WALL ��WEEP SGREEb 1=a WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY Bkr-01; E APPLYING �1'I=XTURED FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BL)CK) NOTE:: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ol WRB LAYER 01, i H I I ♦. iw 111, v. till APPROVED WR.B LAYER "I 5T E f eT F #(o OELECTRICAL RECEPTACLE I mummoom 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE i File,co!)y WOOD SHEATHING WOOD CONSTRUCTION —� -Y4 PAT CHANNEL W/t" TYPE 'X' DRYWALL WOOD S�4EAt1-IINCs WRS LAYER •I, STUCCO WRAP " THICK, 3 GOAT CEMENT PLASTER WR5 LAYER •I, STUCCO WRAP WR5 LAYER 02, FORtIFISER BUILDING PAPER $" THICK, 3 COAT CEMENT PLASTER 6" 5-4 P P SCREED TO S t{ 1NCs H WEEP SCREED } 6' SELF-ADHEREING 7�7' r` \ FLASHING WRAPPED •� \ a TOP OF WEEP SCREED TO SHEATHING BELOW WR5 LAYER "I, STUCCO WRAP i V ' WRS LAYER I"2, FORTIFI5ER N 5UILDING PAPER I I i WR5 LAYER "I, STUCCO WRAP \ AMIGO AM66-WFWG-'180 `.� 2V2 CUSTOM CASINGS BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1 n A 1 DTL. ® CANT. "111 SCALE: 11/2'=1'-O' ` r 6" SELF-ADHEREINGx i FLASHING WRAPPED i o CORNER OF CANTILEVER 4.,,_ 4' POSITIVE DRAIN WEEP SCREED NOTE. - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES NOTE: METAL LAT14: LAT# 4 TO rz- fi ER = ,45T1`� GsB =Og, MIN. 2.5�L '5 P fiR 50, YA1zD (UTILITY Oil NQMINAL-� LATH 1DO 5 NOT, MEET 5Pr=G1F1CATIONS) NOTE: WOOD CT I ON IF ZIP SWEATRING SY IS INSTALLED, EASE E MANUFACTURERS TH R ISTIVE INSTALLATIO PROCE RES 3/4 RESILIENT HER RESISTIVE HAT CHANNEL 5ARRIER •2 VINYL CASINGS BEAD " THICK, 3 COA1"Ef rENT PLASTER 5/STYPE 'X"r3R ALL METAL LATH W/TEXTU PAI - WOOS SHEATHING FINI - OR -1/I ' YIP SHEA114IW5 SYSTEM C22x1�1 HEADER VINYL HI At CEMENT VINYL CORNER SEAp 4" POSITIVE DRAIN WEEP SCREED VINYL CASING 5EAD NO (SAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 D DRIP EDGE INSTALLATION NOTE: IF ZIP SHIHATPIN65 S S EM IS WOOD CONSTRUCITON INSTALLED, PLEASE SEE MANUFACTUQERS WEATHER RESISTIVE IN5TALLAl PRO E URES 5ARRIER •I WEATHER RESISTIVE 5ARRIER •2 VINYL CASING 5EAD THICK, 3 COAL CEMENT PLASTER 5/8' TYPE "X' DRYWALL METAL LATH TURED PAINTED WR9112' FINISH FINISP 9If''SFd�A9N% SYSTEM i (I�1 LL�pp�qsPEcs./ ' THICK, 3 GOAL CEMENT I-4E5dDER/,;F7RANUF. PLASTER VINYL CORP. 4' VINYL CORNER SEAL POSITIVE DRAIN WEEP SCREED VINYL CASING WAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) r1l E) RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SU5-FLOOR DEGKINCs PRE-ENG'D TRUSS WEATHER RESISTIVE 5ARRIER "1 WEATHER RESISTIVE 5ARRIER "2 j' THICK, 3 COAT CEMENT V RIES PLASTER METAL LATH WOOD SHEATHING 4" [-OSITIVE DRAIN WEEP SCREED (SHOWN FOR C5 SEPARATE ACC -f ON OF ONLY) EXTERIOR GRADE DRY WALL J" THICK, 3 COAL CEME PLASTER VINYL CORNER BEAD -VINYL CASING MEAD ANTILEVER DRIP EDGE` LEGEND 3' X 3' 26 GA GAL V. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL t STICK) SET IN FULL BED OF 6' PEEL 4 `. SEALANt,Ys' MIN. SPACE FROM DRIP COLUMN SHEATHING WEATHER RESISTIVE TT 5ARRIER M WEATHER RESISTIVE BARRIER •2 SLICK *DRIP PEEL 4 St �CK EDGE TO \ FACE TO TREX I J6'x3' 'L' FLASI }Ills DECK �� FULLY EM5EDDED IN ROOF CEMENT • 1 V )< 3' 26 GA GALV. Ya GAP FOR SACKER METAL DRIP EDGE I Y�'XI 9/a' P.T. OR SIMULATED1z' ROD t SEALANT SET IN FULL 5ED OF Ya" GAP FOR BACKER SEALANTA, MIN. WOOD (TREX) FILLER ROD E SEALANT SpAGE FROM DRIP CONTINUOUS `\ VINYL CASING BEAD V FADE TO TREX WEATHER RESISTIVE i� WATER PROOFING let ;4/- wEA R SISTIVE VINYL CASING 5EAD 5ARRIER LAYER (2 LAYER PEEL E R "I X / W RESISTIVE STICK) WRAPPED FROM ATHE SISTIVE WATER PROOFING Ist / RIE 02 5ALCONY DECK TO I XT I COLUMN CANTILEVER "'O1DD R I "Z LAYER l2 LAYER PEEL dPd1r"OR < STICK) \ n'Fm 'roUoia� `' •\ N SHEATHINGx 6" PEEL t STICK g DRIP EDGE to DECK j E END OVER RIP PEEL E STIC 6' S.A.F. Sue FLOOR '' EDGE I X2'x3' "L' FLASHING �® 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EM5EPPED IN METAL DRIP EDGE 1' ROOF CEMENT ------------------------ ---- --- SET IN FULL 5ED OF - - - _-_= :- __ - -- l i : 1 Yi" X 3" 26 GA. GAL V. 1 Yi'XI 3/a' t. R SI ACED !SEALANT,,Il MIN. --- __-- METAL DRIP EDCxE WO l REX) ILL R SPACE FROM DRIP SEt fN FULL 5ED OF % FACE to TREX "XI T. OR SIMULATED ON N S Op tIZEX) FILLER, SEALANT, J�' MIN. FOR SACKER VINYL CASING BEAD tINUOUS SPACE FROM DRIP p 4 SEALANT WATER PROOFING let /PAGE t0 TREX FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL t Ya" GAP FOR SEALANT VINYL CASING EEAD PEEL < STICK) STICK) WRAPPED FROM OPT. SACKER ROD. I WATER PROOFING ]at 3/4 RESILIENT 5ALCONY DECK TO MODIFIED 90 I LAYER (2 LAYER PEEL HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM VINYL CASINGS BEAD B" THICK, 3 COAT CEMENT HAT CHANNEL 5ALCONY DECK TO PLASTER VINYL CASINGS BEAD CANTILEVER IN METAL LATH i' THICK, 3 COAL CEMEN T 5/5' TYPE "X" DRYWALL WOOD SHEATHING PLASTER WEATHER RESISTIVE , W/TEXTURED 4 PAINTED 5/8" TYPE . X" DRYWALL METAL LATH FINISH BARRIER "9 W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING ' THICK, 3 COAT CEMENT 5ARRIER •2 PLASTER 4" POSITIVE DRAIN THICK, 3 COAL CEMENT 4' POSITIVE DRAIN VINYL CORNER 5EAD' WEEP SCREED PLASTER WEEP SCREED O GAP IN FIELD VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING 5EAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSOhZIEB ONLY) BALCONY DRIP BALCONY DRIP EDGE INSTALLATION 11C EDGE INSTALLA'T'ION (9 COLUMN FLASHING) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 111, STUCCO WRAP 5; a" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTI1:15ER , BUILDING: PAPER 40--�"" NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES UJCaOD SHEATHING 2 1/2" CORNER BEAD " ! WRB LAYER 01, FASTENED TO SHEATHING STt�CCo WRAP 1" O.C_ MAX. METAL LATH`} 14A CORNER 14B CORNER BEAD 8' THICK, 3 COAL CEMENT PLASTER -WR5 LATER #1, 6"SELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATHING 1 ITAL LATH DRIP CAP IURB LAYER *2, FORTIF15ER BUILDING PAPER WINDOW FLANGE BEAD C?� FRAME CORNER BEAD (FASTENER 4 SPACING fa I" O.C.i CMU %' THIGK, 3 COAL CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0P BLOCK WRB LATER *12, FORTIFIBER BUILDING PAPER METAL LATH cExPLon D $'l THICK, 3' COAT CEMENT VIEW FOR PLASTER CLARITY) LU LAIYER *1, STUCC LURAP WRB LAYER ll FORTINBER ' BUILDINGS PAPER °x' METAL LATH 1 i THICK, 3 COAT CEMENT PLASTER 6 SELF -ADHERING FLASHING DRIP CAP o WINDOW FLANGE CASING BEAD C) WINDOW =1D A T dL-1 ATn T:) A ATT) IA41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003825 LA376 CREEKSIDE LOT# 119 PROJECT# 04321.000 MOOE71 4EBB "1828—CALI" GARAGE 81II'l RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 12. 2i �r • kvAVI A3 WOOD SHEATHING 10 WRL3 LAYER 01, STUCCO WRAP L WR5 LAYER #2, FORTIFISER 5UILDING PAPS=R METAL LAT14 i" THICK, 3 COAT CEMI=NT PLASTER (o "SELF -ADHERING FLASHING VINYL ANG CASING BEAD_ DRIP CAP WINDOW FLANGE CASI 15C � WOOD SHEATHING NOTE: 1F ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD 5I4EATHING WR5 LATER #I, STUCCO WRAP WR5 LAYER #2, FOR7FI5ER BUILDING PAPER �'�� METAL LATH '�" THICK, 3 COAT CEMENT � �CEXPLODED S VIEW FOR PLASTER I CLARITY) R m, GLED BeAp- t WR5 LAYER W2, FORTIFIBER BUILDINGS PAPER ! ; � t METAL LATI-I `.. " THICK, 3 COAT CEMENT r� PLASTER 6"SELF-ADNERING� '� �� / FLASHING DRIP CAP WINDOW FLANGE WR5 LAYE STUCCO W VINYL AN CASING NG BEAD 0 WINDOW FRAME, W/EA]N D) µoTE IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ------------ Y¢ CxAF` T rP s" THicK, 3 COAT CEMENT CASINGS SEAD P R ,' lk TRIM MEMBER ' To TRIM TA1- ATI-+ SEALANT m STUCCO TO SIDING TRANSITION LAYER 02, FORTINIBER UILDING PAPER IJ SIDING WOOD SPEATPINCs WINDOW FRAME WRB L YE WR5 LAYER "I, ST co W STUCCO WRAP CASING BEAD — 6® SELF-ADHEREING FLASHING OR PEEL E STICK SIDING TO STUCCO �� CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE FARRIER *1 WEATHER RESISTIVE r FARRIER 02 rY� \ g��" x 7Ya" LAP SIDING r/ 6' SELF -ADHERING W!6' REVEAL i r ( FLASHING 6' SELF -ADHERING fl FLASHING L ` WEATHER RESISTIVE BARRIER M 5TARTER STRIP WEATHER RESISTIVE 'z' \ FARRIER 02 6' SELF -ADHERING FLASHING GALVPJ METAL I 'Z' FLASHING DO NOT CAULK OR QED SEA BE! I Y4 X 6' SIMULATED WOOD TRIM MEMBER \ SEAL GAP W/CAULKING OR APPROVED SEALANT � � STUCCO CASING BEAD SIDING TO STUCCO BLOCK TO FRAME u TRANSITION I 14 2X FRAMING MEMER \ \ ----.. --- --------------------------------------------------------------------- J' THICK, 3 COAT CEMENT PLASTER METAL LATH ° \ 1 h 9 ------------------------------------------------------- WRB LAYER 02, FORTINBER BUILDING PAPER - BEAD VINYL CASING n .._ (WA/s" FLEXIBLE PVC BACKER ROD) T WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLA514ING WOOD SHEATHING fl DETAIL ]BELOW EXPL01'-D r FOR CLARITY ---------------------------------------------------------------- \ Y4" GxAP TYP K s" THIC3 COAT CEMENT \\\ CASINGS DEAD PLASTER \ SEALANT TO WINDOW METAL LATH h — / LA ER *2 FORTIFIBER WINDOW FRAM(= 0-11 rm2mdo al 111polmo I WINDOW FLANGE � METAL LATH L NOTE- 1 ITAL LATI-4. LATH TO BE PER FBC I ax FRAMING WRB LAYER #I Ri03.6.1 / ASTM C-84-I-sD9, MIN. 2.5 LB5. ', 'MEMBER S lICCO WRAP 1.U00D 5+ ATI4IN PER SQ. YARD (UTILITY OR NOMINAL LATH4 DOES NOT MEET SPECIFICATIONS) BUILDING WRB LAYER #2, PORTIPIBER 1 WRAP BUILDING PAPER ----------------------------------- WOOD STRUCTION 6' SELF -ADHERING 9" THIC<, STUGGO �J,JjR,C F RRESISTIvE / Ii FLASHING RESISTIVE 3 GOAT CEMENT HEATHING WEATHER REs VE F�LASTER - i WEATHER RESISTIVE l \\ 6BARRI5R M TO TOP-17 VINYL ANGLED .ASING BEAD VINYL CASING BEAD FARRIER "� r 1 ` z ASHING UJR5 LAB R 02, OfRTIFIE3ER k;REVEALPBIDING �IIIIL Lll��� I IL I' E31� I D I NCB P P IERSISTIVE 6 SELF -ADHERING � -.,04 FLASHING ? WEATHER RESISTIVE BARRIER #2 t I E T ,A L L A T�4 STARTER STRIP GALV'D METAL _`__ DO NOT CAULK OR i 1 Z" FLASHING 4' /' /�DO NOT CAULK _I II TI I B IO<, 3 OAT CEE IE �l SEAL OPENING \ EAL OPENING OR (EXPLODED S 1 GALV'D METAL SISTIVE VIEW FOR FLASTEFLASHING ' FARRER01 R Z'TO LAID CLARITY) I Ya' X 6' SIMULATED 6' MIN. ABOVE TOP WOOD TRIM MEMBER OF Z FLASHING VIN SI 6' SIMULATED ETRIM 5MBR FAKERRODJ 'SELF-ADHERING 6' SE IIFNGADHERING \ I I h 1 FLASHING CEMENT PLASOEAR \\� OR APPROVEAL GAIP D SEALANT WE RESISTIVE WE ATHER RESISTIVE 01 CASING READ R AI S E D BARRIER �I FARRIER WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC SACKER ROD) BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 17ABARRIER "2 _ _ .. _ C FRAME TO FRAME G PA7DE FR SHE AT✓ -ZING L I J WR5 LAYER 01, STUCCO WRAR I _I I -- (o" WIDE PEEL OVER FLANGE E-Z BEAD VINI'L CASING CW✓3AW FLEX15LE PVC BACKER ROD) I *APPLY FULL BED OF SEALANT BETWEEN i FLANGE E BUILDINGS WRAP -------------------------------------------- r l II A N W i r'_ x- I �J t -Nf- DRAINAGE PLANE (WR5-- LAYER 111, STUCCO WRAP) WR5 LAYER #2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/66" TIP SI-41=ATI-HNts SYSTEM (INSTALLED PER MANUF. SPECS) SELF-ADHESIVE FLASHING — - --- 1441. N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Illllitw;aA �25 'f A r8 -I r R a 1 .D . & 1» >. LOTJ EEKSIDE JUL 1 Z_2017 JAME S J. CANTWELL AR NO 1207 DATE- 3 /430/17 ad n 1/4'p 1) 0" TEMPORARILY FOLD -UP t SEC HOUSEMAID (0 CUT HOUSEMAID TUCK FLAP UND AT 45' ANGLE at HEAD MODIFIED 11, CUT IN HOUSEWRAP LINE OF WINDOW OPENING I APPROVED HOUSEWRAP. OVER SHEATHING OVER LLD STUD WALL STEP I INSTALL b SELF-AD14 FLASHNG NAILING PL JAMBS EXTEND Fl I' BELOW E FLEXIBLE DO NOT SE KIN FOLD HOUSEM IN �T JAMBS 4 1 SLOPE SILL R INSTALL 6' SELF -ADHERING PLASHING OVER vINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING LASHING I' MIN BEYOND JAMB =LASHING INSTALL VINYL DRIP GAF ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT — PLEXWRAP AS THE PLASHING AT THE SILL I APPLY 46' NOM.— CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD of APPLY TO BACK OF WINDOW NAILING PLANCE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. INSTALL V WIDE ADHESIVE BACKED FLEXIBLE FLASHINt MATERIAL OVER DRIP CAI' FOLD HOUBEWRA.- '•, JOINT(PROTECTO-WRAP 5T-20XL orEdUIV) DOWN t TAPE DIAGONAL CUT # ACROSS HEAD OP WINDOW i� s, MM 14 STEP 7 STEP 8 WINDOW F'LAS]�I]�TG INSTALLATION DETAILS (FULL WRAP) (t 2 5CAL_E: NTs `\ STEP NOT IF V= 5�4ATE (N5�r5TE l 15 NSTALL , 0C E EDL� f R E6 INSTALL PLUMB,1 AND SGa MANUPA( MITTEN IMSTRJCI Y 4NE NG 71NT T IS THE CONTACTORS 1AMSPONSIB1LTY TO VERIFY THE COMPATIBILITY Orc ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS ♦ 8ELP-ADHERING PLASHING MATERIALS USED DURING CONSTRUCTION INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 1R11NG: SEALANTS MAY REACT ADvERSELY IF NOT NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1195 FOLLOWING COMPLETION Or - EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENINCs NOTE: SEAL INTEP-IOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.co m AA #: 0003325 suBnrv. CREEKSIDE LOT# 119 PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING �160 MPH EXP. C. JUL 12 2U17 DATE: 3/30/17 1 fe,0e CODS II z - ! 2x6 SUB -BAND FINISHWooD - -- - ! W/I "x4 ° NOTCH-1 ■ ; METAL LATH x x x x x x x D r ,� EN, WRAPPED IN / = 1 PEEL STICK METAL rASCIA WRAP I UJooD 5HEATI-IINCs x x x x x- x / ! ! '- LJR5 LAYER "I, x x x x x x 1 ! DRIP EDGE STUCCO WRAP x x x x x x x x x x x x -_ -- � I\ UJRS LAYER 02, �ORT11=1PER x x x x x x x x x x x x x i ------- ---- - --- a j I \ ... .. 5UILDING PAPER - 1/8 1/8" TEXTURED I\ x X x x x x x x x x x x x , \ FELT PAP FINISH WOOD I \ 2Xb 5UB BAND = x x x x x x x x x x x TEXTURED i m—Roo�IK c�r�rtr ' - ER \- FINISH CMU / \ x X x x x x x x x X 4,' / \ DRIP EDGE x x x x x x, x x x x DRIP EDGE x x x x x x x x a METAL 1=ASGIA \ rlerA� KICK our IREEERENCE POINT WRAP Ye" FROM \\ x X X x / ONLY OR WALL OFF J 4'a, STUCCO, 1" FROM \ � X � � -'y� SET OF COMPONENTS) `------- - ------- \ , a WOOD WALL \'N, A EXTERIOR WALL \\ METAL FLASHING, WRAPPED `o\\` (FRAME OR CMU) \ MIN. Y4" A50VE BOTTOM OF \ <'� DRIP EDGE NOTE: NOTCH FOR 2X6 \ SUB r3AND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND �� \\ FOR CLARITY WIV2 x411 NOTCH a END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL 4 STICK *ROOF CEMENT �► \ DRIP EDGE, I OFF WAL ROOF EDGE z�71ITzjIITT_ -=JIIL/Z NOT INTO STUCCO) y OMITTED FOR CLARITY 8" 3-GOAT PLASTER SUB BAND DETAIL C WALL 2x6 SUB-PAND W/1"x4" NOTCH 6 - END, WRAPPED IN PEEL 4 STICK I -S J' �. METAL FASGI WRAP I" OFF WOOD WALL. - 15 SAND 2" OFF WOOD WALL Y ' ie* PRE-ENGz'D TRUSS TO BE CUT e WALL LINE TO ,OVOID CONTACT W/TEXTURED FINISH 21Y 1x�{Ilx"�'.II'-011 X SGAi' 5B'' ESSLD// TO TRUSS x W/126 NAILS (o"-8" t* I O.G. MAX. 2x SUP -BAND W/>y"x4" .,. NOTCH END ------ ! ]METAL FASCIA WRAP DRIP EDGE NOTE: -- IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE i" IANUF.4CTURERS INSTALLATION PROCEIDURES SUB BAND DETAIL CP WALL W./KICK—OUT WALL KICK-QUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASI 41NGz, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE —2x SUB -BAND W/tI6"x4" NOTCH -m END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY ARCH ITECI'S d N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ...1�ARCHITE STATE OF FLORIDA JUL 12 2017 File Coot' I . I