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HomeMy WebLinkAbout35835 Iron Redding CtJ J J J .2045N"'N FOR: i • 1 HORMN� 12602 TELECOM E>FVIVE, TAMPA, FL. 33637 7el= (813) 740-9720 Pax-- (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL THE CODE, CITY OF ZEP R ANDILLS ORDINANCES REVIEW DATE NOV 21 CITY OF ZEPHYRHIL PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pU=► SIG CM nngNM °M AM S • •" *MA* s.- �rrp YY WiY FWD YNIO� •OCCPANCY - RESIDEMAL GROUP R3 •CONMUC ION TYPE - VB WIN. '�. BT1sRIOR FM - CLAM B WIND SPEED - Vult=150 MPH Veld=116 MPH •EXPOSUHB - B •I -STORY RESIDENCE •2-STORY RESIDENCE - MAX HEIGHT AS PER IACAL AND STATE CODES ABv. ABOVE LAV. "C AD CONDITIONING MUM. A T. ADJUSTABLE MC. AM ALTERNATE MIN AMP. AMPERAGE MIN. BD. BOARD M.T. CENTERLINE MID. cas. CABINET MIL. CLG. CEILING N.T.S. CLR CLEAR O.C. Clow CONCRETE PL CCARPET P.B. C.T. CERAMIC TILE PH. .T D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR. Du. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP RA.G. DR. DOOR REF. Ds. DOWNSPOUT RM. DTL DETAIL R.O. D.W. DISHWASHER S.C. E. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL STIT. EXH. EXHAUST SHTH. EXT. EXTERIOR SR. F.GIFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FLOOR SI . FLR FLUOR sws FLUOR FLUORESCENT SWS FR DR. � CAR TEMP. GA GAUGE THK. GAR DISP. GARBAGE DISPOSAL IOC. G.P.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB R.C. HEADER CORE V.P. HOLLOW HOT. OR HT HEIGHT w/ INSUL. INSULATION WD. INT. INTERIOR W/H W.I. LAVATORY LUMMEDICINE MEDICINE MINIMUM fURER MINIMUM METAL THRESHOLD MOUNTED METAL ONCENTNOT TO R ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIRGRR.L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING G GLASS SLLDINARD STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE WASHER OOF WITH WOOD WINDOW w'HEATER WROUGHT IRON DATE DESCRIPTION 0E/24/1B ADD'so-C axGTMEE�`C ARCHITECTURAL SHEET DESCRIPTION D'// /19 ADDED PENDENT ]LIGHTING AT ACICFI®7 PG Cl-COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2F-ELEVATIONS "F" FRONT &REAR PG A3F-ELEVATIONS "F" LEFT & RIGHT PG El -ELECTRICAL PLAN PG PS -PLUMBING PLAN PG MI-MECHANICALPLAN PG Di-DETAI S PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PC WAl-HALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 07/84/ID ADD® STONE CAP NOTE ON FRONT Ef8YAT10N to/01/19 ADDED 1e0-D PROM ENGAOADi 10/11/19 UPDATED UID l�TS PM Ds EDEIUN 10/95/191 UPDATED SEPARATE HJIMOCAL DETADa PEE DR EDRION {g/O{/10 UPDATED'IYE 89YPgON CONYEgHfON PgOY 08P os/10/20 ADDED 160-C PnoY ENCDIEQ • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32760 Tel: (407) 774-6078 Fax: (407) 774-4078 /� ,SQ.FT. CALC.'S LSE 2 454 Ga FT. EIJTT�RY 3S SCI.FT. COVERED LANAI 221 SQ. FT. TOTAL 2,153 Sa FT. STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG 32-LIFT BEAM PLAN PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.LA-DETAILS PG S3.113-DETAILS PG S3.IC-E AILSTRY DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO i&SPONSIBIII'1'Y FOR 24TERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPSCTS OF THE A N C N I T N C T S Grou L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeslgngroup.com M A: 0003325 b 0 4 eR G sVSDIV. 1c LOT. SILVERADO LOT #11 BLK #13 PROJi1CT/t 03719.000-11132 1WD>Qie "2045-LANTANA• OARAGM SWUM. RIGHT PAGM COVER SHEET 150 MPH EXP. B rDAjTJ0: 8/17 MC SIC1/4"=l'-O " cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALT. VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SiTE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN B' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHiTECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8, EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRICTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE RRE-RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL i' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOD SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: .THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLumew i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WiTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM 'W PVC (SCHEDULE 40), INSULATED WITH T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXiER10R 17iNM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-G1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/? GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'1N DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOPFIi'S 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A R C N I T E C T S 6 Ggn rou i Lna 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #,. 0003325 fL �d F ___, F'summ a LOT SILVERADO LOT #11 BLK #13 PROJECT/ 03719.000-11132 bWDEia "2045-LANTANA" GARAGE 9V M0: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DP 13/17/20 SCAM 1/4"=1'-O" SiIEET GN '10,-0. _ ' LJ _o;o III lolol O •1 p' JI lo'iNA o!/I/III/IIt//!lo o:/Po r r r � r r r � - r a - r r - r r r r r ` r r IolU11/Io o'U/11/'o''oi��y' = - Io1nI111110 r - - r r r i r � r - r in I �r wl LZ • pckmr r LIP]II r _ r r r r r r - oII CLJ' r r r r r r r r r r 7 r r r r r r r r r r r r r r 0 I II' 11 Ifni moia r r r r r r r r r r r m r oil/ll///I'o of//Illtlfo /IO.R R01/I10 2'-0. EXTERIOR MASOI't2Y WALL ESRG. HEKd1T9 SQ.FT. CALC S LIVINCs 2045 Sa FT. GARAGE 454 Sa FT. ENTRY 35 Sa FT. COVERED LANAI 221 SQ. FT. TOTAL 2,155 SQ. FT. II FLOOR PLAN NOTES II - ALL DN ENSIO* AM FROM FACE OF T V BLOCK WALL (OR EDGE OF FLOOR SLAB) TO FACE OF WALL STUD UNO. - ALL NTEItl02 WALLS ARE 311' UNO. DRYER VENTED THRO" ROOF fVTR). NOT SQlEE1w - AIR CO7PRE6601% SET ON 44'x44' POURED CO►1C, PAD. PAD DEC" 6' FROM EDGE OF 67RUCTURE. - SEE SWEET GN FOR GENERAL AND STANDAPO B N 1Nfa NOTES, - ALL WADITABLE ROCMS TO NAVE ARC FAULT CIRCUIT "TEI!lJPTER - ALL FULL MOW BLOCK UlALLB BETLEEN FILLED CELLS WITWOUT OPENINGS ARE SWEAR WALLS. TILE NICHE TILE NICHE SHALL BE PREFABRICATED RiQ2' LATICRETE BY HYDRO BAN. R.O. SHALL BE 145' x 145'. BOTTOM SHALL FSE INSTALLED AT 54' AFF. UNO. SHIM AND SECURE COUNTER TOP RADIUS CORNERS, MATERIAL TO VARtfl LSEEAN PLAN CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL FLAT ELECTRICAL BOX J B8AT ENDS OF PARTITION ARiE WALL NECESSARY CABINET m YX6'X35-1/4' LOW WALL = 2'X6' STUDS . 16' O.G. DRYWALL BAR DETAIL A SCALE: NTS FLOOR PLAN SCALE: 1/4 . I'-0' CO10MWMDC AOOMODLOAN MSCuDE rom FOR! awD om QBtIM BONNE DOZE tOWHWMt) IBIN1® MD11FE NOfAOE MN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SIGD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 20.1/-22.1 8010 O.H.D. 56 5 21G/-21.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 14'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cmmmmomL A N C N I T E C T 8 Grou i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesfgagroup.00m AA 1': 0003325 Z W O R g O Fe V a L rv. a LOTVERADO OT #11 LK #13 CW 03719, 000-11132 bwpzu 2045-UNTANA" GARAOX tlwn:Ta: RIGHT PAO>Q FLOOR PLAN 150 MPH EXP. B D 8/17/20 SCALE` 1/4"=1'-O" 1ltt>Qm9' Al w� � --mom Q �-NI�L�=N\�=NNNNN■=NNNNNNI ONE r���;4 �-���-�-�-�-���-► OEM �oon soon i �II ec d81 NON I , m'0' FIN. FLR _ -4 MADE r---- F FRONT ELEVATION TEXTIRED FINISH NOTE: WALL FENESTRATION FLASHING AS PER F8CR R103A STONE VENEER TO BE INSTALLED PER MANFACTURER'S SF'ECP"TIONS OFF RIDGE VENT ,P'-4' BRG. HGT. REAR ELEVATION TEXTURED FINISH AREA OF ATTIC = 2755 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2755 /300 = 9.18 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1322.4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1322.4 PORTION OF ATTIC - 661.2 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 661.2 /115 OTAL# OF VENTS REQUIRED = 5.74957 OTAL#OF VENTS PROVIDED - 6 SO, IN PER SOFFIT VENTILATION AREA = 11.736 LINEAL FOOT = 661.2 /1L736 TOTAL LINEAL FT OF SOFFITVENTING REQUIRED = 56.3395 LINEAL FT OF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) ENTRY DETAIL A SCALE, V4V4 . I'-0' ----------------------\ CORBEL 4 TRIM* \I I 'r_ FOAM c I I 0 r 2 I/2' ROUND r I I TRIM I C SIDE VIEW FRONT VIEW 000RBEL DETAIL B SCALE: I' * I'-®' A N C N I T N C T E Group 141 N. RONALD REAGAN SO LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngnwp.com AA S: 0003325 0 0 J, >ILJ,DIV. At LOT. SILVERADO LOT #11 BLK #13 PROJncw 03719.000-11132 MOD=, "2045-UNTANA" GARAGs OVUM' RIGHT PAGO: FRONT & REAR ELEVATIONS "F., 150 MPH EXP. B DP 8/17/20 OCALM 1/4"=1'-0" arm[MW A2 F A I C BIT I C T i S'-4' ®RG. NCsT. OFF RIDGE VENT 0 � f - •3 RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANFACTURER'S SPECIFICATIONS OFF RIDGE YEW 12 F �5 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT w LEFT ELEVATION TEXTURED FMISN STONE VENEER TO DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 9'-4' ISMS. W.T. FIN. NGT. I FAX:407-77,; 078 wwwabdeslgn@nuP.com AA A: 0003325 b q 0 0 g 0 eR 4 >:UNIV. at LOT SILVERADO LOT #11 BLK #13 MOJUCTIP 03719.000-11132 M[oD=- "2045-UrANA" GA .AGZ *WDM: RIGHT PAoZ: LEFT & RIGHT ELEVATIONS "F" 150 MPH EXP. B " _ , �1 1 ,► • •:•TIM nP W 8/17/20 MICAIM 1/4"=1'-O" smac r A3F ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH U Y SWTCHER SWITCH BUTTON FLI 0NNECT RMIOSTAT qtWB,LE RECEPTACLE (125v/20-AMP GLE POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EGIUIPPE0 GROUND FAULT NTERUPTERfTAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) 4E: EXTERIOR WATERPROOF"I RECEPTACLE (GROUND FAULT NTERUPTER) tov aUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE :ONNECTOR) 1 Q L MOUNTED LIGHT ILM(i MOUNTED LIGHT L ED CLG. LIGHT ENT LIGHT OOP LIGHT L SCONCE PRE-WRE T FAN WITH LIGHT 0 CM PER SOL FT.) � BULB LIGHT FIXTURE P>� BULB LIGHT FIXTURE ®acAm== 6, BULB LIG44T FIXTURE TRACK LIGHTING TTIC LIGHT WTH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE T) Llwl FLUORESCENT LIGHT (RECESSED) SSSS ffx4' LIGHT (VAPOR PROOF) NG MOUNTED LIGHT WITH J-BOX OPT. FAN TMCAL PANEL (FIELD VERIFY TICN) cil METER (FIELD -BOX (WALL MOUNTED) I JJ -BOX (CEILING MOUNTED) ILINIG MOUNTED FAN 0 T FAN (I GFM PER 8Q. FT.) JACK Q DETECTOR (CEILING MOUNTED) 0 K OR I MOUNTED) IMEOPENER TV JACK c PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 2W.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND MOT ON KITC4EN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO HAVE MIN. CAPACITY V0 CFM INTERMITTENT PER TABLE MISVIA OF R ErT14 EDITION (20I1). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERUPPTER PROTECTION POR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 18% OF LIGHTING: MUST BE ENERGY EFFICIENT TYPE PER PER F.Br_ EN N (RESIDENTIAL 6th/AL��Y�/CI�Y)20/1. 6� EDITIONj�,L.I FOR MICRO/ HOOD ABOVE OPT, COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 114 • I'-0' I � I I I I I I �o I I I'-5• I I I I E I I i m i LED LIGHTING LED LIGHTING @ SINGLE LAV. @ SINGLE LAV. POWDER BATH ELEVATION BpFN BATH 2 ELEVATION BDFjN LED LIGHTING @ DOUBLE LAV. BATH I ELEVATION BPP LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSEPLANT I 2045 IWODEL 2045 SQ FT. GENERAL LIGHTING X 3 VA. PER SQ FT. 613 2 20 AMP APPLIANCE CIRCUIT AT SSWVA EA 3, 1 LAUNDRY CIRCUIT AT L 1 RANGE AT NAME PLATE RATI NG OR COOKTOP/OVEN 12, 1 WATER HEATER 4, 1 DISHWASHER 1, 1 CLOTHES DRYER 5,0001 1 DISPOSAL SIMI 1 IMICROWAVE 1 I REF. 1, SUBTOTAL OF GENERAL LOAD 36535 FIRST 10 KVA OF GENERAL LOAD AT 100% 10, REMAINDER OF GENERAL LOAD AT40% 26535 VA_X 0.4 1061 TOTAL NET GENERAL LOAD 20,61 4 TON HEAT PUMP #128AMP X 240 VA 6 10 KW ELECTRIC HEAT AT 65% NET GENERAL LOAD 2061 NETTOTAL NEAT 13 TOTALLOAD 33, FUTURE GROWTH 10% 3383. CALCULATED LOAD FOR SERVICE 37,217 VA/ 240 V= 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA @ 100%, REMAINDER @ 35% NET LOAD 6,949 VA RANGE: 12,0D0 @ 70% 8,400 VA DRYER: 5,00D@ 70% 3,500 VA TOTAL A849 VA NEUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 2A8 OIL 1 % a GND 2" CONDUIT OR PROVIDE 3 400 AL, 1 V AL ONO N 2" CONDUIT. (CONDUIT TO TEI111111ATE ABOVE SOFFIT • OVERHANG) 200 AMP ELECTRICAL RISER HOT TO SCALE. GENERAL NOTEa A. ELECTRICAL MATERL AND WTALLATIONS COMDNATION SERVICE 200 AP'#° ROR40 VOLT I PWASE SHALL OOMPLY WITH ELECTRICAL MlDVOCNS OF M O OMCONMECT SUTCU ' ND MLO THE MCR NH EDITION (20n). LOCAL CODES. AND ELECTRIC PANEL ALL LOCAL POKER COMPANY R0GRAP (ENT& PETER N NEMA B. ALL CANDUGTORB SHALL BE TYPE TN1N)tHIN UNLESS NOTED OriEES NE. ® ENCLOSURE TELEPHONE anevl.E GAELE TELlHBION POUR COMPANY TRANSFOgMp2 eNIwANC@ SERv1a lYSIRR'EINt ENTRANCE EfiR•NBIt INTERSYSTEM BONDING TERMINAL AT BADE r LOW VOLTAGE CpdgCTIOND PROVIDE 200 AMP. *0040 VOLT. I PHASE 1 4 a SERVICE GROJMD 1 -4 CU G R cE SECONDARY ELECTRICAL SERVICE PROVIDE 8 GROUND E D TO C4 4A0 COPPER (CW N 2" DIA SCFEDULE SO PVC F STEEL PER ENCASED llt SEE CONDUIT OR PROVIDE 3 VAS AL.Il7NH (AL) N AND PR ,ls OF 2" DIA SGIEDILE M PVC CONDUT UNLESS FBCR SW EDITION MOM)SERVICE E) PROVIDED BY THE ELECTRIC COMPANY. COORDINATE MATH T1E ELECTRIC SA!" C" X S FT LONG COPPER COMPANY PRIOR TO BD. CLAD GROIID ROD A R C N IT C C T 8 6 Groin 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesWgroup.com AA If: 0003325 V N r 0 C ti sysDlty � >;.or: SILVERADO LOT #11 BLK #13 PROinaT• 03719.000-11132 1tODffiLi °2045-UNTANA° 4swawas BTIDM* RIGHT PAam ELECTRICAL PLAN 150 MPH EXP. B 8/17/20 SCAM 1/4"=1'-0" skin= E1 FIB I I I I I I I I I I I i I I I I I H5 I I I I ao I I I I I L--------------- I I � I I I I IA IT-3. all �1 9 L_ _QQ> II II IIII IiIIIiIlI N • III VTR I VTR 2* 1 I/1' 2O 7 ul OQ d �IIiiII D9m REJ V-L' �/t-I1/2' 5w I I I I AUTO I I VENT I 2• TUB I� 1 I 9 I r 2 I 3' j l LAV. 9' I T I I 3• UlABFeR i L V. '-5 T ,- 3' PRE-PLIL'b L.T. I � LAV. 2. � co 1 1R✓+i 4 12 -10' T O I IM 2, MAIN I A v PLUMBING RISER L.T. 30' I I II II F --- Iin I I m r-s' a H5 PLUMBING PLAN SCALE, 1/4 . I'-®' A N 6 N I T E C T 11 Grou j . 41 N. RONALD REAGAN 80 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesWngroup.com AA #: 0003325 q r a 4 ti sVSa2V. Aa L SILVERADO LOT #11 BLK #13 PROJWT# 03719.000-11132 awa>cs� "2045-LWANA" GARAGE' swam: RIGHT PALM PLUMBING PLAN 150 MPH FAR B a 8/17/20 sCAXJb 1/4"=1'-0" sir P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WT14 GLASS PAS 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 50A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN IV FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, WALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOR &SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20TT) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALL$ WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER. BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC {.,C,L O O EXTERIOR WALL PLENAJIM j AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR HANDLER____1 EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY 1 PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN C40NDENS94G UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC WFL00R SLAB CLEAN -OUT (TYPN4 LEGEND ® SUPPLY AIR DIFFUSER ® RETURN AIR GRILL ® SIDE -WALL OR i WAY DIFFUSER — SOLID LINE" SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN. CEILING EXHAUST FAN 4 L444T O/A OUTSIDE AIR ® T14EF410STAT m PASS-TWI U AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16"X2' TAPCONS CONUNIT DENSER WB ROLL STRAP OR EQUAL 4, CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 19XI I/4' WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSINK CO. PLUG FIN. GRADE OR PAVING SEE SPEC, I'-e'XS* CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY Nm MECHANICAL PLAN SCALE, 1/4 " 1'-0' ■ 6 A N G N IT Et Ts Grou 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275D PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA#: 0003325 w y N 0 93 c aLTSD2V. a LOT. SILVERADO LOT #11 BLK #13 PROJECT/ 03719.000-11132 MOD= "2045-LANTANA" OARAOs awIItO: RIGHT PAC= MECHANICAL PLAN 150 MPH EXP. B PAX AM A D � 8/17/20 SCALE: 1/4"=1'-0" a»:sssT M1 g_g 2x4 TOP PLATE 7 PRE-FAS TIMM N' 7WL7C f COAT COPPOR WAD VU' CLG. BOARDA� nwlcaatAl rae RMOI�' ONROMY TO Mao�T 2.6 PIT, RO STUDS IN 5' DIA. SLEEVE, •OUASFMWAMW TO l cRled�e PARTITIONS SUPPORTING DO NOT GUT .e�ax mac+. V2' DRYWALL WALL HUNG PLUMBING REBAR GA AW" FIXTURES AND WALL PIPE uunrmesnuP CABINETS SHALL BE NOT ' 01LD�16 1LL LESS THAN 2x4, WHERE BOND BEAM O NOT CUT r K<♦rt=]R=A.U! DOOR ti mri SPACED NOT MORE SOLID GROUT T1 BOND MLV. aTm e ro SECURE Br. 2xa WIOOD •24' THAN W O.C. OR, NOT y e�Tr.�m =om ew NOW JAMB FWe � To i¢ or_ O� LESS THAN 2x6, WHER _ (2) COURSE REBARS ���� OVSacnDDO= W/�lod _ � r sy P". D7 OTmm NAB- • 3r oc SPACED NOT MORE To nnx THAN 24' O C. ov A°�7° �„ r—COWL. SLAB .. .. AF44WVAL ICO. I FN RR TYP. INT. WALL NON—BRG. D� SCALE, 3/4'-I'-D' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R50SJJ ON a' O.B.B. SHEAT14NO OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-,. TYP. 0,14. zA PIPE THROUGH BOND BEAM D1 SCALE-. 3/4'-1'-0' 2B GAS LINE THRU BLOCK scan vnr r FIBERGLASS SHINGLES OVER W FELT PAPER OR FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER "30 FELT PAPER INSTALLED PER SECTION OR SYNTHETIC Rw5.0 ON a* 0.8.5. PRODUCT, INSTALLED SHEATHING OR I' CDX PER SECTION RW5.0 PLVWOODSECUREDPER ON �' OAS. SHEATHING ASF TENER OR }• CDX PLYWOOD 5/S' GYPSUM BOARD 70R IHIGH SECURED PER STRENGTH CLG. FASTENER SCHEDULE 1_m, TYP. BOARD REFERENCE MTL. DRIP EDGE O►1. STRUCTURAL 2x FASCIA PER ELEVATIONS SEE ENERGY CODE FORMS INSULATION R-VALUES PRE-�= TRU88 VENTED SOFFIT REFERENCE STRUCTURAL PRE-ENCx r1TL. DRIP EDGE PER ELEVATION $TRUSS WEEP SCREED WEEP 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER R-4.1 INSULATION WINDOW ATTACHMENT VENTED SOFFIT STRUCTURAL DETAILS A9 PER MANUFACTURES SPECIFICATIONS REPERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2* THICK 2 COAT PORTLAND g• CMU CEMENT PLASTER APPLIED 1/1' GYP. WL BD. /2' THICK 2 COAT DIRECTLY TO MASONRY iPORTLAND CEMENT WOOD BABE PLASTER APPLIED DIRECTLY TO MASONRY a GARAGE DOOR JAMBS D1 SCALE: � 2X4 SPF 24' OL. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCICNG BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRiGI4 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT.'2x RAT MN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR NSULATICN R-VALUES ,. PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTAC44MENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' Or­ 1/2* GYP. WL, BD. WOOD BASE FIBERGL466 SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON I}• 0.SJ3. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS IQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm FIN. FLRJ ° 0'-O' FIN. FLR 0'-C' FIN. FLR.; 0'-0' FIN. FLR S' CHI - [-_. f4 4 n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: " ., NO OPENNCs PER SECTION W5.1.1 - FOR ROOF S 2:(4 )I —STORY HIP BLOCK WALL (2)OLAY ERIUN ERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-m• IS REQUIRED. FOR ROOF SLOPES D1 SC.ALZ 3/4'.1'4V OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 A R C R I T E 4 T S 6 Grouit. 141 N. RONALD REAGAN BL1 LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngrouP•wm AA #: 0003325 h G a [ HII ill I I I SILVERADO LOT #11 BLK #13 PEr�JESCT 03719.000-11132 HODEZ, "2045-LANTANA" QAVLAas SWUM' RIGHT PAQZ: DETAILS 150 MPH EXP. B DA B/17/20 mcm 1/4==170= Nino= D1 1@'+ 2X6 P.T. • CENTER OF DOOR HEADER SEGUED UV (U 1/2, X S• J-MOLT W/ 4• MN E'®EDME NT UV 2' X 2' X W WASHER 4 NI1T OR W/ (2) IR' X S' ANCHOR BOLTS W/ 2' X Y X V8' ULASHER 4 NWT U tSISCURE 2e4 ON FLAT TO MILK INUV MASGlR1' NABS. iXi GARAGE DOORR)LK SEWED WV (5) N' X V J-DOLT OR ANCHOR U MOLTS. WV 4' MN E' amXIE NT, WV 2' X 2• X VS' 414"M 4 NIT. (0. S' OP TOP. (0 UTHN S' CIF THE am (3)EVENLY SPACED. Q 0 EE fE NOTES. ALL ANCOOM SHALL GE N ACCORDANCE TO MAN FAGTUR'R•8 INSTALLATION NSTIWCTIOMS WERE eery elstelerers erw o-:ow e��rra:ur GARAGE DOOR [1ZUCK ATTACHMENT TIfJt[, vr.rr a• GMT) rl-)P DRYWALL IX4' OR IW' P.T. NAILER IX4 P.T. OR % X4' MIN. SECURE THRU PRAME 4 EXTEND 1 Y4 INTO BLOCK ❑ W/ V TAPCONS MIN. SHAW SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys' WITHIN 8' OP EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 A ■DNDMR TO BLACK +3 4 OR +5 4 N.T 2X4:m SECURE TO BLOCK W/ T)4' TAPCONS OR (MIN. SHAM, SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 W'S• O.C. MAX SPACING. 2X6•m SECURE TO BLOCK WR-%- TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8' CM 18' OG. MAX SPACING. Ii' DRYWALL 2X&® ❑ IX4' OR 1•X2- P.T. NAILER SECURE TO BLOCK UA-%. CASING TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACRV- NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +1-1 2" WOMW TO BLACK " SCALE: KT +1-1 " 2X4= SECURE TO BLOCK W/ it4. TAPCONS (MIN. SHAM, SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18. O:C. MAX SPACING. NOTE: STRUCTURAL 2X 2X64Tm MUST BE ON OUTSIDE 4 NURA SECURE TO BLOCK W/2 -WSTTRUCT • TAPCON8 TAPCON MIN. I-Yi (MIN. SHANK SIZE." EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MM.EMBEDMENT IY4) •DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. X4' OR )'X2' P.T. NAILER 2XSmm ❑ SECURE TO BLOCK W/J-we 7(e' O.S.B. X 4' MIN. TAPCONS (MIN- SHAH, SIZE .W5 DOOR CA851G MIN. HEAD SIZE 300 DOOR JAMB. OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. 18. O.C. MAX SPACING. NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15//1¢' WDJDOF TO BLOCK +1-IS/18 " SCALE: KTA. 2X4.m SECURE TO BLOCK W/ *W TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6sm BECINZE0 THROUGH SECURE TO BLOCK W/1-W&' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) 8. G AJ WITHIN 8' OF EACH END 4 )4• DRYWALL 2 am MAX SPACING- VX4. OR 1'X2• P.T. NAILER SECURE SECURE TO BLOCK W/246' CASING TAPCONS (MIN. SHAH, SIZE .145 MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MAN -FACTURES DETAILS. WD.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +2 1 4" WDLDOR TO BLACK +2 1 4' " SCALE:N.T.S. 2X4m SECURE TO BLOCK Ull TAPC" (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 ��: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGFI SECURE TO BLOCK W,-V.-NON-STRUCTURAL 9(r' TAPCONS TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF: EACH END 4 IB' O.C. MAX SPACING. ❑ •X4' OR VX2' P.T. NAILER 2XS� SECURE TO BLOCK W/1-jt(.• TAPCONS DOOR CASING MH,IN. SHASIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. M014 WfY M1eDp r0'LIlO JMeI fO011"f Oa®If) DOOR JAMB TO BLACK +3" iEL 1 OMW TO BLACK +3" E: N.T5. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHAH, SIZE J45 MIN. 14EAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X&mw SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL )W TAPC XWMIN. SHANK SIZE TAPCCN MR 1 Yi .145 EMBEDMENT INTO BLOCK MM. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8. CMW WITHIN 8' OF EACH END 4 )j• DRYWALLIS' O.C. MAX SPACING. 2>0:r IX4' OR IX2' P.T. NAILER SECURE TO BLOCK W/2-)W 2ND 2X SECURE TO TAPGONS(MUL SHAH, SIZE s BTRUGTURAL MEMBER ,145 2)12d WITHIN 8' OP EACH MIN. READ SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4) CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' OC, MAX SPACMG. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3" TSCALE:, N.TS. hLTA.W TO BLACK +T a 2X4m SECURE TO BLOCK WN/W TAPCONS(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OC. MAX SPACING. SECURED THROUGH 2X64m NON-STRUCTURAL )){r' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 ) MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2XSN>o a SECURE TO BLOCK WA-1/4' 7(a' B. X 4' MIN. TAPCONS (MN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER W O.C. MAX SPACING. MANUFACTURES DETAILS. " w AOr MnwNrsroeeorV=W4n DOOR JAMB TO BLACK +3-7/18' irZ RDMW TO BLACK +3-7/18" " SCAL : N.T.S. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4. NOTE, STRUCTURAL 2X 18'O.C. MAX SPACING. 18' O MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL WTAPNS TAPCON MIN. 1-Yi (MIN. (MIK SWANK AVIC SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CM WITHIN 8' OF EACH END 4 )S' DRYWALL 18' O.G. MAX SPACING". ❑ iX4' OR DO' P.T. NAILER 2XDm SECURE TO BLOCK W/1-114' 'P.T. X 4' MIN. TAPCONS CASING (MIN. SWAN, SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" 11BJD0W TO BLACK +3 3 4" H SCALE: N.TS. 6 Goulgn M� 4i N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.eom AA S: 0003325 V q 8 V ru 4 R SV>sIDm a LOT: SILVERADO LOT #11 BLK #13 P'no wTM/ 03719.000-11132 11tOID Ma "2045-LAwANA" 4awltwcas awt»:a: RIGHT PALM DETAILS 150 MPH EXP. B AlUG F B/171/4"=1'-0" D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 F1.16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-Rl MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#1S353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/32/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING LILT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU LILT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 1Z/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 107S8.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 30477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 A R 6 N I T R C T 8 Ggn roup-i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 wwwabdeslgVwupcom AA #: 0003325 rZ 2 a ro A 0 0 Re C sUBDIV. a LOT, SILVERADO LOT #11 BLK #13 pnoi c" 03719.000-11132 mom) Ku "2045-unANA" GARAQU sVINCk RIGHT PAGN: PRODUCT APPROVAL LISTING 150 MPH EXP. B PREFOR9ED CCNIIRCL JOINT PLANOE OF CONTROL JONM BE WORD TIED TO LATH • S' - O�C. MAX (VERTJ. Nam, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST& B'. IDOCEPT STAPLES UV W LEG MAY BE USED TO TEMP SECURE CONTROL JOINT OUMY• INSTALLATION ---\ FASTENERS TO BE SPACED—, .roc. MAx veRTIcaLLY J' TMI3 COAT CEMENT TER WRB LAYER 9, PORrW98ER BUILDING PAPER APPROYED METAL LATH FASTENED .l' (VERTJ OG. MAX AT SUPMORTS WRIS LAYER 9, STUCCO WRAP WOOD SFEATMNG LATH SMALL NOT -- ISECONTIN000S vTo rr vTor TFW DL104 CONTROL \ —, JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C1063 PLACED PLAT MAX 6• TO V 1014 PROM CONTROL JOINT uNeN CGTITROL JOINT FALLS ON FASTENERS FOR LATH TO BE MAILS OR i STRUCTURAL STUD STAPLES IN COMFLLEMCE W/ASTM C1063 2. WIRE TIES TO BE (NO. W 00416' WIRE 3. BLOOCN6 SMOUN MAY BE IN ADDITI7 \ TO -- STUD& REOURED PERPLAIT O"W TYPE CONTROL JOINT OL1tlLD Wi11O •M.A O LP0.DtIW1O •FT.A ®,� z cweAa • Pr. S rolo OI-r.A f.MlO• ® IPOLD N141D•R.A M.A z uaARR . Pr. s z acAec • n. e A CIRAN . PT. C A 00.AWW • PT. C A FOLD R. C Mw FT. 6 TLL Pr.O ToLlom ® eorrm FLAN= A- O O� . Tr WOTTOM RLA'WW WAfloR,tWNT IISAL IOLD.C9 macw. um LAYER 4, FORTFIBSR BUILDINS PAPERn wo aan WRB LAYER % 6TUC.CO WRAPtRR" aa.» LAP "TOO CP BULOMu 1~ OAR 11ALm P.Mm WrOP i—RUTS OR cm FLAW" tSA66o (NIS \ER LAP 2 ecALEr 1 V2••1•.0• ® KICKOUT DETAIL z ;n NOSE, SIDE LAPIS OF METAL PLASTER BASES SMALL BE SECURED TO RPAI7SIG PIEMEN 1M T Er SMALL BE TIED BETWEEN SLF C*M WITH os,415-N (L21-M9) WIRE AT INTERVALS NOT MORE THAN S' (2211-MMA AS PER ASTM C1063 lSL FOR REPAIR OF TEARS N W1RD LAYERS, TEARS MAY BE PATCHED LLINOUSE WRAP TAPE PER MAN F SPEC. OR PEEL 4 STICK I~hM \I R OF � I � I a � "Tlo! TtlM MAL (Slop OR $CLOWR MO N2T r e) N/TALL IO N=ff AT eoTial OF MOM WILL N1iWRIRGTILT6 WOOD Ong BMEATMNG BUILDING - PAPER STUCCO — HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CM WRB LAYER 7, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WA ,L SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHMG) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. FLA04M TO EXTEND ONTO PIPE V COAT. BEAD OF SEALANT AIR STOMEIM COAT6Cs OVER STUCCO/ FNIBM (SEE TTP WALL SECTION) SECTION PER SECTION RM&7 0ERI0TIISi1W TIE pIW� 5cterbr una of por0 cement plaster wm" cagy „1Wt WR aPpll.*.n lagrerements of ASTM C 92612A ImIWIabm of exterior la#*g and 9errinW SI�M comply w lh ASTM C 106312A. IF'E PENETRATION DETAIL (FRAME) T.S. LEGEND DRAINAGE PLANE (WRB LATER 11, STUCCO WRAP) WRB LATER *2 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO1. •�� A 5ELF—ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-0% MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T S Groin i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7:W78 FAX 407-7744078 W W W.B�SIgig10YP.tDm AA #: 0003325 ro 8 q. 0 y O sr ERJSDIV. ! LOT. SILVERADO LOT #11 BLK. #13 1pmjncT# 03719.000-11132 IWDZU e "2045—LANTANA" GARAGM SV XNQ. RIGHT PALL` WALL ASSEMBLY DETAILS 150 MPH EXP, B 5 Dp n 8/17/20 EICMM 1/4"=l'-0" sRwrr WA1 00 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEhJENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO SE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS, E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING 1 JOINT ALL AROUND PER SECTION R703.7 Exteror Wftrlg end Dlaeleft Exterior use of portland cement 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. WRB LAYER 9, STUCCO WRAP t..X_ HOODED VENT i' THICK, 3 COAT CEMENT ;. PLASTER METAL LATH WRB LAYER 4, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHNG WRB LAYER % STUCCO WRAP UIi6 LAYER 4, FORTPIBER BUILDING PAPER WOOD — CONBTUCTION '—METAYL L LATH v CHU VINCAMG SBEAD W RAISED BAND x• ro14• •,IO_°� L uIEEP erieEeD 61 WIDE STRIP ew ADHESIVE FLABHMG, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — ------- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF- DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES (9 DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER "2, FORTIP15ER BUILDING PAPER THICK, 3 COAT CEMENT Ye' TO Ys' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER *0JICK WOOD FRAMED FLASH' r — — — —j WALL HORIZONTAL WEEP SCREED PIPE THROUGH WALL (FRAME TO FRAME) 1 6' SELF ADHESIVE FLASHING (INSTAL.L PER MANJF. SPECS.) BUILDING PAPER UNDER 'I Upl FLASH' A VENT PENETRATION SCALE, N.TS- NF�K IV ICCC.CIVG STUCCO SCRATCH COAT e 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 -('GREAT STUFF' OR SIMILAR) 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 ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEUIRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX APPLY TO FAA EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIG STEP 01 STEP 03 WOOD CONSTRUCTION v Cm WOOD SHEATHNG ORB LAYER -I, STUCCO WRAP WRB LAYER 9, FORTIFISER BUILDING PAPER METAL LATH FASTEN TO WOOD STRllCTIRAL MEMBER -'I' Or MAX WvTO niD-WAIL ®� sOEm ADHESIVE PL.AeHING, CLEAN MASOSW BEFOM APM_YMG V FMMN • MASOWT (�oHORIZONTAL WEEP SCREED FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO .. SELF-AD14ERNG MEMBRANE FLASHING f 1 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP 12 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SEMBRANE INGS GRADE 'D' FELT ® MEMBRANE FLASHIIJCr FLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR6 LAYER 4, FORTIFIBER BUILDING PAPER STEP 1*4. ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE AECEITET3 6 ign I. i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdeslgngroup.com AA N: 0003325 I tt 0 FS V z C X"=ZV. dI LOT. El SILVERADO LOT #11 BLK #13 PROdfICT# 03719.000-11132 MOD=& 2045—UNTANA7 OARAGM sW11141 - RIGHT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B A E8/17/vo 1/4"=1'-0" A2 EXT. WOOD FRAMED OOD SHEATHIN WG ULALL WRB LAYER'S, STUCCO WRAP BUB-FLOOR DECKING.—WRB LAYER 4, FORTIFUMR 3TRJCTION BUILDING PAPER PRE-ENG'D TRUSS AT CHANNEL PLA�B EC 3 COAT CEMENT WEATHER RESISTIVE- TYPE 'X' DRYWIALL ER 6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 \ 4' POSITIVE DRAM J' THICK 3 COAT CEMENT- D SHEATHING WEEP Pldleen PLASTER ' METAL LATH STULAYER 9, - � `. aTucco WRAPw ; `�` G OOD SHEATHIN ' THICK 3 COAT CEMENT ' �\ PLASTER ; - b' SELF-ADHEREING ' FLASHING WRAPPED • TOP OF WEEP SCREED i-k TO SHEATHING BELOW 1 i WSTTUUCCO WRAP 4' POSITIVE E DRAIN - WEEP SCREED M= '• .- •Y; = ; `' WRB LAYER n, FORTIFIBE L BUILDING PAPER - m (SHOWN FOR 4isadi i SEPARATE AC t 6' SELF-ADHEREING WRB LAYER 'I, • % FLASHING WRAPPED STUCCO WRAP yo CO �-TS® • CORDER OF CANTILEVER 4' POSITIVE DRAM 1 Y2'1 WEEP SCREED NO GAP M FIELD —I' (SWOON FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. 0 CANT. SCALE, 1 NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-B4l-O9, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEBTHERR RESISTIVE 01 HI 'T RECBHL�LIENT BARRIER WEATHER RESISTIVE `d' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH WREXTURE D 4 PANTED WOOD SHEATHNG FINISH i' THICK 3 COAT CEMENT (2) 2xI2 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAM ,MEREyaFD VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE96MIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON ' WEATHER RE816TIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED i WOOD SHEATHING FINISH I' THICK, 3 COAT CEMENT WEADER/BEAM PLASTER VINYL O®REk BEAD . VINYL C-45NG BEAD VINYL CORP. 4' POSITIVE DRAM 11ECP A!'�FFI•] NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b-RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL k THICK 3 COAT C ONLY) CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — - — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — C,MUMM SHEATHING WEATHER RESISTIVE BARRIER M 3' X 3' 26 GA GALV. WEAKER RESISTIVE FINISH LAYER CI LAYER METAL DRIP EDGE BARRIER -2 PEEL 4 STICK) SET M PULL BED OF 6' PEEL 4 SEALANT, & MIN. 6' SAF. \ STICK • DRIP SPACE FROM DRIP \Q PEEL 4 STIF K EDGE TO FACE TO TREX I WxV 'L' FLASHING DECK FULLY EMBEDDED IN ROOF CEMENT I Jr X 3' 26 GA GAL V. Y1 GAP FOR BACKER METAL DRIP EDGE I NXI V P.T. OR 81MAJLATED ROD 4 SEALANT SET INFULL BED OF Yi GAP FOR BACKER SEALANT, Jj' MM. WOOD (TREX) FILLER VINYL CASING BEAD ROD 4 SEALANT Ic =. SPACE FROM DRIP CONTINUOUS t I_ FACE TO TREX WEATHER RESISTIVE WATER PROOFING 4t WEATHER RESISTIVE VINYL CA9WJG BEAD BARRIER 9 LAYER (2 LAYER PEEL 4 BARRIER -1 WEATHER RESISTIVE STICK) WRAPPED FROM .. HEATHER RESISTIVE WATER PROOFING kt - BARRIER -2 BALCONY DECK TO ' BARRIER -2 _ LAYER (2 LAYER FEEL EXTERIOR COLUMN CANTILEVER ...e,a'°—w """� 4 STICK) '�'.rsa.w,""� GOLU"MN N SHEATHING 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECO EXTEND OVER DRIP b' SAF. PEEL 4 STIGC SUB FLOOR EDGE 16'x3' 'L' FLASHING ®® 3' X 3' 26 GA GALV. SUB FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT' SET M FULL BED OF 1 Jj' X 3' 26 GA GALV. I J¢XI 34' P.T. OR SIMULA SEALANT, V MK METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX SET M FULL BED OF I Jj'xl JP P.T. OR SIMULATED CONTINUOUS (TREX) FILLER SEALANT )S' MN. J1' GAP FOR BACKE VINn CASING BEAD � SPACE FROI'1 DRIP ROD 4 SEALANT WATER PROOFING lot FACE TO TREX Yi GAP FOR SEALANTyMYL C,4844G BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 OPT. BACKER ROD, PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING lot MODIFIED Sm 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM Y J' THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASIN5 99 CANTILEVER METAL LATH i' THICK 3 COAT CEMENT 5/8' TYPE 'x' DRYui4LL WOOD SHEATHING PLASTER W/TEXTURED 4 PANTED WEATHER RESISTIVE BARRIER 'I 5/8' TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W?D 4 PANTED WOOD SHEATHING Ii' THICK 3 COAT CEMENT BARRIER Q FINS14 I 4• POSITIVE DRAIN PLASTER 4' POSITIVE DRAIN i' THICK, 3 COAT CEMENT I,EFP AP_s= vMn CORNER BF_AD WEEP SCREED PLASTER VINYL CAGING BEAD Np GAP M FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF vINn CASING BEAD SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHINGI SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER LAYER'N,4Rl' stucco uaR.oP STU THICK, 3 COAT CEMENTWOOD caHEgTI-IINCsPLASTER WRB LAYER'2,2 BUILDING PAP Imo• CORNER BEAD WRB LAYER h, FASTENED TO SHEATHIWs STUCCO WRAP ® l' O.G. MAX. METAL LATHFl r J' THICK 3 COAT t EMENr WRB LAYER 02, FORTIFIBER N PLASTER ° : ; BUILDING PAPER WRB LAYER 01, 6 ADHERING METAL LATH ` STUCCO WRAP FLASHING AS441 n 1 ` r11 7 6' THICK, 3 COAT CEMENT WOOD SHEATHING , (EXPLODED MEW FOR PLASTER ' CLARITY) METAL LATH DRIP GAP ' WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD C FRAME CORNER BEAD (FASTENER 4 SPACING a I. O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK WRB'LA'YER N, STUCCO RWRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH }' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD (9WINDOW ( FRAME, NO BAND) A R C N I T N C T 8 6 Grotto 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607E FAX 407-7744078 wwwAbdesigngroup.com AA 4': 0003325 r h L4 a 2 0 y 0 aumm a4 LOT01 SILVERADO LOT #11 BLK. #13 PROJDCT# 03719.000-11132 HOD>ctt "2045-LANTANA" GARAGM OVUM* RIGHT PAGZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B DP ATZ:T 8/17/20 SCALD 1/4'=1'-O" almmv ' WA3 WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER'!, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF-ADHERING--n FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE Yi GAP TYP d' THICK 3 COAT CEMENT CA51NG 5EAD PLASTER TO TRIM METAL LATH SEALANT IX TRIM MEMBER • STUCCO TO SIDING TRANSITION URIS B•Ks�PAPER RTIFIDER 11 WOOD SHEATHING 15UI DL SIDING WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP I WINDOW FRAME — WRB LAYER 02, F-ORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J* THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 'I, — STUCCO WRAP VINYL ANGLED WRB LAYER'4, FORTIP15ER BUILDNG PAPER METAL LATHT�:: a' THICK 3 C\,OAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @� WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP 00 LAYER h, STUCCO WRAP WRB LAYER 4, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) .. S/EATNPY.— CARRIER 9 DAARR IERI�ENSTIVE W1 T�L SO! i' SELP-ADFERNG STARTER STRIP C"LVV METAL Ov X Y S ATED--' C.ALVI:l METAL RESISTIVE RESISTIVE a u13cD TRIM FB IpER ` `� •? . OR Ate"''G VW `XSEALANT SIDING TO STUCCO 0 BLOCK TO FRAME ��� TRANSITION 1 e7 NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. WOOD SHEATHINCx PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIFIBER ; BUILDING PAPER wow c'"Timic"Cm WRB LAYER 01 CND` THICK, 3 COAT CEMENT STUCCO WRAP WEATMERCREMTIVC— PLASTER '- BARRIER' ! �T RREW*TiVE— WRB LAYER 02, FORTIFIBER XL'"�°'°"'� "' ' VINYL ANGLED BUILDINCs PAPER -AR- CASING BEAD _ METAL LATH STARTER STRIP— VINYL CASING BEAD S" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER AL TLR NG CLARITY) Iu` T: k E-Z BEAD VINYL CAe InmdmLIE R' Nl RM BACKER`LAW0 sA°NERee�R CASING BEAD (& RAISED s17A BAND (FRAME) SCALE: 11/2'=I'-O' MATHER DARKER MARINER UFATWER 0 URATNFJR RESMTIVE BARBER 9 P� PACKER I%= SIDING TO STUCCO `- �TIvE MARRIER ® FRAME TO FRAME 19 TRANS ITIO N THICK, 3 COAT CEMENT PLASTER METAL LATH a. WRB LAYER 02, FORTINBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY '----------------------------------------------f ----------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH I,R'.NSTNE RESISTWE WRB LAYER e2, FORTIFIBER I WINDOW FRAME BUILDING PAPER / WOOD SHEATHING % 1 �/-- =_ I I WRB LAYER 01, STUCCO WRAP ; 1 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE j I E=Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE t BUILDING WRAP ; BUILDING WRAP rEZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — ARCNITECTS Groin 141 N. RONALD REAGAN 80 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com AA A: 0003325 F Y ti 8 M k 0 LIN. iL _J avDDiv. as 07*1 SILVERADO LOT #11 BLK. #13 raoi&CTir 03719.000-11132 DWDau "2045-UNTANA" GARAGM 8WING' RIGHT PAO]& WALL ASSEMBLY DETAILS 150 MPH EXP. B FDATJ& a/17 1/4"=1'-0" A4 CUT WOMB~ AT AS' ANiLE MODFIED T' CUT N HOUSE~ LINK OFWIDOW- orw4m APPROVED NOIISltl OVER 8HPATMM OVER WD STUD WALL NNLNS JMES Temm FOL04 WoUSN TOOK F At mu FOLD N AT NAP STEP 1 RADCUb FLAMSJG MN FI.ExIeLE FLA41YC DO NOT SEAL BOTTOM m STEP 6 vwm HEAD FL.ASNSY" fUTN I DAFIS)NMLNG KAMM I FLA6*4 I' MN DET'OND JAPE NSTALL VNTL C CAP STEP 7 ALIGN A -A&" IV HT. EDGE OF SILL Ro. PllCWANOALLY FASTED FAMED EDGM (CAP "M STAMM MULL DUPONT FLCMIRAP a n FLAM M AT TNI F OKALAN APES," IPPLY To NOON NA LAMB N ATE-PUNCI IOLES OR ADS AD4EMVE VER DRIP CAP 'EcTo-UwAP 60"1 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 5 NT L R W THE CONTACTORS FESPONSIDILTY TO VERFY THE COP7"ATIDNJTY OF ALL PftMXb B NCLIDNS WOU110 P, SEALANTS 4 EELF-ACIEpG FLASHNS MATENALS USED pRNG CONSTI4DTK1 INSTALL ALL NATIONALS PER MA IOWC11AMM URITT9l SPEC94"TIRIS SEALANTS MAY REACT ADVERSELY F NOT ATIOLG AN AND SEAL JAMB TO SILL JONTO UNTH DOW M FOLLOWNG COMPLETION OF EMERIOR RETROFIT WORK REPAIR 50MME S41OUN SHALL BE IMPLEMENTED AT ALL WNDOWS WTN EVIDENCE OF WATER W"ION BELOW T1E WINDOW OPENING INTERIOR FERN ETER OF UNNDOW WITH SEALANT A R C R IT R C T i ni1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX 407-7744078 wwwAbdosipgroup.com AA M: 0003325 M Z wy pi U W �N.. O O SVsaIV. AI LOT. SILVERADO LOT #11 BLK #13 1puojm=T# 03719.000-11132 acoaa� 2045-UNTANA" RIGHT PAOX: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B al' � 8/17/20 BCALM 1/4"=1'-0" 8t10= WA5 'Iw TEXTURED FMISW •WOOD. IR, TEXTURW --'-'-----------'----------a-------i ! FIUSH • CMU - -- -- ! 2x6 SUB-BANb T- W/I'x4' NOTCH ® METAL LATH - ----- — - - END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP WOR cm G9HEATHING WRES LAYER DRIP EDGE STUCCO WRAPCPRAME ow r, ! I\\ = WR8 LAYER 42, FORTIFIBER -- -- — - — APER 1/8' 1/8' TEXTURED f \ FF�iE a�Y) FINISH ® WOOD 1 \\ 2xe Sue EIAND 1/2' TEXTURED \ ROMM cat �. FINISH ®CMU / \47 \ DRIP EDGE I / \ V METAL FASCIA \ /� * METAL KICK our WRAP V FROM \\ © FL A f �l 5 ' STUCCO, 1' FROM \ -------------- 14 ✓ WOOD WALL \ a \ —EXTERIOR WALL \\ o� (FRAME OR CMU)) \ \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \\`\DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) 11/8' TEXTURED FINISH is `�\\\ /WOOD. 1/2' TEXTURED / / FINISH ® CMU / 2x6 SUB -BAND W/1'x4' NOTCH 9 END, WRAPPED IN PEEL t STICK ®E L V,4 T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WN4'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x 4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL O WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH m END, WRAPPED IN PEEL t STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY ARC N I T R C T I GrOU� 1 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750. PH: 407-774-607a FAK 407-774-4076 www.abdesVgroup.com AA M: 0003325 q E y Q d BUDDIV. a: i oT SILVERADO LOT #11 BLK. #13 ""RaTip 03719.000-11132 HODZU '2045-UNTANA" aA Jeri SWUM: RIGHT PAOM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 5 r 8/171/4"=l'-0" A6 Y I -- —y --- --- / 1.1 ' J TE-1 L TEA IF2-24X24 F2-24X24 r FM-16X18 1 3 F 1.1 r i w rn I F a 4" CONC. SLAB I i'�/ 1 1.1 -3 1/2$ mI ---- -- i/I FM-6X181 nZY 7'-0• 4'1" 9' 2" 3'-18" i f 4" PVC LL I VCHASE v I I/ ( r o i� /r r I 1.t co I, I/ r/ I ,r it TOP OF 3'-3" SLAB r TEA o rr m Z 'o a w tO i i 31/2 En N �I I m / X 1" PVC CHASE r r 1 FOR ELEC. L— TE-1 1 ISLAND i // I 11 12 ILL I I I II U O I It O �I f ( 1, 1, o ,/ r rn u' 23'-6' / / 16'-6" • I b/ 4 I ' ( TE�17 EXTEND r _ I� I SLAB 1 1/2" �) N Y L TE-1 J I— — TE-1� m V 6 I I I �I -31/2� I I IEXTEND I FM-16X18 SLAB 1 1Y1• I m N I I SLAB w a� I I J 1/2+ 4'-6• ipI I W W - o I L-- 2 N -- mI 4 1.1 n Z 2 .1 I 5 2• 4 I m fi I TEA / IU I� I 1 Q F2-24X24 -51/2" I I L FM-16X18 FMC-16X18 FM-16X18 FMC-18X18 - — — — — — 4'4' 1, I. 2'-7" I. 16'-0" t 1 I. 7-7" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -4-(r. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0•, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, DINDICATES #6 BAFLUNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 6-13, USING: Pm = 1,500 PSI, TYPE "M• OR•S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER jOF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION -I- If 491Ij l 1t © S'xv MASONRY COLLP'N W/ (2) -3'S ARE DESr*M0 TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR 4 EXTERIOR FACES OF THE BLOCK AS SHOUN W/ 9 DOWEL N FOUNDATION, SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1..I.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 IV, CONTINUOUS 18" - (2)#5's - (+)()'-(" FMC-16x18 16" CONTINUOUS 18" - #5's #5 IN CURB VARIES F-24x24 24" 24" 12" s 7M s (+)D"-0" TEA 8" SEE PLAN 8" - s 001- " Fi-30X30 30" 30" 12" (3)#5'S s _ (-)V-W F112X42 42" 1. 12" (3)05S s 001-8" F2-24X24 1 24" 24' 12" (2) #5S s 01'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" A A C A 1 T E C T• Groin 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 40T-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 q L4 8 O iLi oxnmlrv. ale 7101: SILVERADO LOT #11 BLK #13 PMinoT/, 03719.000-11132 bWDZX.c "2045-LANTANA" GA>teAas BVMWG, RIGHT PAGM FOUNDATION PLAN 150 MPH EXP. B OP 8/17/20 I ICAM 1/4"=1'-0" sign= si 30" MIN. EACH WAY MONOLITHIC FOOTING i Z E STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED - e CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND . jrI - Q p_ 0 SPACING REQUIREMENTS o SPACING REQUIREMENTS o - GARAGE DOOR RECESS J Z 8" CMU WALL O 8" CMU WALL ," I , - CORNER BARS, SAME SIZE AS LARGER BAR W W 9• p "+ - Z °p IN FOUNDATION WITH 30" LEG EACH w = c m *- p•-0' TOP OF SLAB *- 0'-0' TOP OF d •1,,{" I WAV AT ALL CHANGES IN DtRECTK)NS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB < SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (I -STORY) #3 ,6" 1. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE I 4"CHAMFER ' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Z=O. AT ELEV: W/ 1/2" ISOLATION ',, JOINT (NMERE i i 6' CHAMFER (2-STORY) 14 24" W/ 1/2" ISOLATION (1-STORY) I . e'" - "`"'33f—���� 6" CHAMFER (2-STORY) .: 01-0" APPLICABLE) Z SEE SCHEDULE 15 �„ JOINT (WHERE APPLICABLE) Z i- i EE SCHEDULE 4' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY" AND BAR QUANTITY NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), ONO #7 42" �__�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE @ GARAGE SCALE:3W=V-0" CORNER BARS DETAIL DOOR OPENING SCALE: 314"=1'-0" 4 SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 41r —�� LAP TOP PLATE A MIN. OF 48"-----�„� AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w ❑ p. I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2W WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. O SECURED Wl 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED a EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. Q 16" OC NAIL fiSLAB /O d SMASONRYED. GALVANIZED PIPE Q SIMPSOD SPH4 SPH6 ADDITIONAL METAL W/FLANGE @ BASE FOLLOW ¢ O FOLLOW ALL MANF. = BTM AND TOP PLATE L CONNECTORS NOT 0_ SPECIFICATIONS FOR a ( ANCHORS W/ 10d x 1 1/Z' N NO 0 2 m USE AND PREPARATION OF COMMON NAILS FILL ALL U) HOLES, DO NOT USE 10d w O UPLLIIFT IS PRUIRED ESENT. M � HOLE. 3" w Z w x SEE SLAB SCHEDULE SEE SLAB SCHEDULE SECURE FLANGE TO J Q Q SLAB wl(a) 1/4'• x 2 va•' o g } .- p•-0• ,_ p'-0" TAPCONS �' O'QQ� TOP OF SLAB .. , -, TOP OF SLAB Q' 4" CHAMFER (1STORY)- 6" CHAMFER (2-STORY) EQ. EQ, EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL BOLLARD 5 C 6 MONOLITHIC FOUNDATION SCALE:34"=1'-0" (W/ UPLIFT) SCALE:34"=1'0 (NO UPLIFT) SCALE:3/4"=1'-0" scALE:3ra"=,•-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD - OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND AR 11E] SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 0- BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL a L PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. Q ADDITIONAL METAL m U CONNECTORS NOT c zi a REQUIRED WHEN NO 0: rn UPLIFT IS PRESENT. O 8"CMU WALL D' VARIED D' M Z POURED LINTEL CONT. (TYP.) 'p.. 8" CMU FILLED CELL (TYP.) 3• 3' - TOP OF SLAB I . SEE SLAB SCHEDULE 2X WALL FRAMING +- p•.p" TOP OF SLAB Z SEE SLAB SCHEDULE a 1/2" DIA SIMPSON STS2 BOLTS 5' MINIMUM EMBEDMENT INTO a _@ -. •D "ISOLATED" COLUMN PAD GROUTED CELL, 4' FROM ENDS AND '. CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX m�--�_ POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE= SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE ttdii AND BAR QUANTITY ✓ AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 2 SCALE: (D��LINTERIMOR 34"=1'0(NO UPLIFT} 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/a-1-0" 11 SCALE: 3W'=1'-0" A t C A 1 T 1 C T• 6 Group.. 41 N. RONALD REAGAN BL) LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774.4078 wwwabdesigngroup.com AA $: 0003325 i h M 0 O F sumxv. ae I.o1`. SILVERADO LOT #11 BLK #13 PRoJzcT* 03719.000-11132 1[Oaau "2045-LWANe OARAOa SWIM: RIGHT PROM DETAILS 150 MPH EXP. B DP 8/17ATM /20 SCALD 1/4"=1'-0" s S1.1A DOWEL PLAN SCALE: 1/4" = T-0" A N C N I T E C T• 6 Groin 41 N. RONALD REAGAN 80 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rR h Y y. R M C 1 >siJ8DI1/. a.LOT. SILVERADO LOT #11 BLK #13 PROJECT* 03719.000-11132 AWDM- "2045-LWANA" GARAGE BWUWG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DP � 8/17/20 SCAM 1/4"=1'-0" sir 51.2 TIE VERTICAL REBAIR TO HORIZONTAL Z � REBAR W/ 10" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. f i.i •I I _ Q CLEAN OUT REQUIRED Q FOR INSPECTION [O m v •- ) TIETVERTICAL REBAR • a TO HORIZONTAL REBAR W/ 10" HOOK —` BAR SIZE 48 BAR DIA. Z W #3 18" f > #4 24" ro 0 #5 30° #6 36" #7 42" HORIZONTAUVERTICAL (D REINFORCING SCALE: 3/4"=1'-0' 8"x8" MASONRY COLUMN W/ (2) #VS ARE DESIGNED TO BE PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 ffFF-JJ----'I'I ❑ © B. DOWEL IN FOUNDATION. Pik DOUBLE FILLED CELL 4 SCALE: 3/4"=V-0" OFFSET METHOD CONTINUOUS SIZE 488AR DIA. #3 1 18" METHOD #4 j 24" HORIZONTAUVERTICAL #5 REINFORCING #6 36 2 #7 42" SCALE: 3/4°=1'-0" VARIES PER ELEV. #5 BARS ■ CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS A R C i 1 T 6 C T i 6 rr��'_ LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbd0lp.com 5 A b h M ii yq C F sysniv. ac LOT. SILVERADO LOT #11 BLK. #13 PMJ&CT# 03719.000-11132 BWD=- "2045-LANTANA" OARAGM swDio: RIGHT PAGM DETAILS 150 MPH EXP. B Fa/1i/20 Sl .2A LIFT BEAM PLAN SCALE: 1/4" = V-O' GENEMI NOTES CODES 1.1 FLOPoDI BIMDNG=.M EDiigN, 2017 RE347EM1ALSECTKxVS RW22aR&56. 12 FLORIN BUaDHGC00E.BMEIX7KKI, ZIH7 BIAlDRtG, SECiKl11519lH2aT107. 1.9 BIrLOWO CODE AEQUaiOEMSFOR RENFORCED CONCRETE NCI31a-14� I BMDNG FADE REOUIREMEMS MDSPECFMTION FORMASONRY STRI1C1IxES N(T 63P13aacISM.1-t31 1S OTHER THCNx FlNG3EERS MHMYDESIGN LOADS FOR BIA DTHOINGS A70 ER SIRLN;TIIRES NSDE T.)2.1 CRETE: 2.1 CONCRETE CA4ARE331VE SiTEMTR1AT 230AYS: T.12 PREL WM"STARD IE6FORCEEElifJ000P3IMN 2.12 PREi:AST WIPRESTAESS RE2FONCEAEM4xl3p P5, 2.1.3G TPEAASTM N-3050PSIW/MNL3I3'M,GI+ECAW,CTO11'S1A2.F. 22 RElSp3C•4G BARS: 2.2.1 STEEL PLACED 4V PTECAST LINTEL AT TIME OF FABRIGTKNd ASTM A815IGRADE 63) 222 STEEL IN LINTEL AND KNDCKOUT BLOCK (RACED W FELD) ASTM A315 (GRADE Q0 28 PRESNiE&431FM MTMM167--W- iRESSRELEVED 2.6 MMzE 4q RERFORCEAEMIN ACCtNiOANCE WTMAC1315. 25 CONCRETNA's OPERATxx1S SWJ.L COMI+LY WRH ACI STANDAT4)3. 2.6 DI.S WNE PER A3TM A13& 3)MASONRY: 31 CONCREt m-IwVUNR3(CMU)911ALLC0lFORM TO ASIM C90. NORMK WEIGIiT WDH MN mNEf AR EA COMPRESSNESTRENGTH2O00PSI. 32 MORTAR BHKLCONII TOA6TMGT10 TYPEMOR-S' 3.3 FIAL MOMAR JOINTS ARE REDUIED SA MRAMUM AGORE(NTE28-DAY COMPRES3NE STRENGTH OF CMUAND YOMAR SHALL NOi BE LESSTWI FL= 2033 PSI. MSONRY STRENGTH SHALL BE ESTABL5IEO er THE 1MR STRENGTHIAETIIOD'OR, ALTEANABY THE'PRC3MTEST METYpD'WHEREl�1 REQUIREMENTS HAVE NOT BEEN MET.ET, 4.1 SAFE LOAD VKIESARE BASEDDN lN1EL31NVNGABEAIBROOF B'(WIfHA MIiB1M ACCEPTABLE BEARINGOF d'PER FLORMBM."T" CODE ME111TpN, 20t7 PESIpENN1 SECTION R603.8.3IXi FLORIN BMDPoG CODE BIH EpTION.21H7 BULp3K:, 9ECTx)N 21w.1 42 SAFE LOA 1-EV UA TE OHMTgNCLMI 1-0 AN1LYSi3PERAC131a ANDAGSM 4.3 DE=ATMYEVAUN SW:NIGN NT-I FRaI TIE IXIT ADWAY BY CALCULATING ANXRIUTA RESISTING MOAEM AND SNEARAT4 DISTANCE AWAY RxOM THE FACEIN THE SIPPORI. 4A FORLMELI (1)M AT 64T ORGREATER VERTICAL CELLFLLED SOLD Wl GROIITAND M3VN4UM ONE AI FS VERTICAL RESAR M REQURFD AT EACH FNDOF THE LTi 4.5 IVrtELS THAT ARE GREATER THAN 16'47 CLEAR SPAN MUSTBE PROWDEDTEMPORARY SUPPx1RT, NOT BE REMOVED UMa 2 DAYS AFTET3 GROUT PLACEMENT'. FRAMING NOTES: 1 U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF. SIMPSON HETA16 W/ (9) 10d x 1 1/2- HOG NAILS. CONCRETE TO WOOD FLOOR- SIMPSON LTA2 W/ (8) 10d x 1 1/7 HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ i Dd x 1 1/2" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 1 ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE METING THE REQUIREMENTS OF AFC-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CREI-E CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4•). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36.1T7' - x 2 7/8' LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK DESCRRPi70N 10 (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (PZE yl) �xH, REINFORCEMENT STIRRUPS REMARKS BTM.1;1; SIZE SPACING BB1 MASONRY 3000 8"XV GROUTED SOLID GRAVITYLOADS 8'XB" RECESS 1•©OR LOADS �•• R HEADEr ®®®®�® m GRAVITY & UPLIFT SAFE LOADS (PLF) 8•xl6• RECESS DOOR HEADESR GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER , svn au ,M �' wlpu Plt mwstWE mNoa mwswwr mw>a cAeT 12Aw.ax1AE mH>.s mw.4WE mw3 m w.sr.Ia mw mwaMw mHs mwaMxE m1� sives mw.aNUE PST m w.sM1� m 3 aMx mwsswraE mla.a mw.aMKE msa_3 41a 14w71mwawRE IZI N>3 m w.arnAe al w.4 ,e>8 1m mwawRE mHa.. 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W-W 25) PRESTRESS® aMu 4M m 4M2P$ 7M M,M m tM 2m m m4 m tm (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. M) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. -ALL VALIES TAKEN FROM •&WEE LOAD TABLES' BYCASTCREIE MAY 2015 EDMON - PRECAST PRODUCTS BY OTHERS TO MST OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE W49AN Ir OF BEARING PAST EACH SIDE OF VMDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 A E C E I T E C T i 6 GrowoW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA S: 0003325 1: yq i b v O �p 4 R xTymIr i. a LOT. SILVERADO LOT #11 BLK #13 plioinm# 03719.000-11132 acoasu "2045-LANTANA" aA1tAas awa�a: RIGHT pAGM LIFT BEAM PLAN 150 MPH EXP. B ap � 6/17/20 sCAUM 1/4"=1'-0" sign= s2 #5 CORNER BAR D EA LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1 O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB" KUM 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. �NOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP.5. SHOULD THE 8"x16" ro pCOURSEF BOND BREAM ILE S OMITTND ED AND A LINTEL S PLACED. THE STECOINCIDE WITH A LINTEL THE EL BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. o, f �\• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. c�t SON ��p 8x16 DBL. BOND TOP OF • / \O�\A QC`' BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE \r\G Bx8 BOND BEAM LBOND • p � W/(1)#50AR .`, f =FILLED W/GROUT •(Y\� U =UNFILLED GROUT SOLID FROM TOP .t1\� NOMINAL LINTEL TO TOP OF BONDOF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM IF FILLED LINTEL. BEAM COURSE �� /— SEE NOTE 5 y.�'�ey� INAL�,16-1 T/ 1 1 Y 1/ LINTEBxB L Wl #5 BAR (L2)E ���� EMIT #OF #5'S, TOP LENGTH OF BAR=WIDTH OFMASONRY g' OPENING - 2" IT IS THIS ENGNEER'SINTENI BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXx-1T/ M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE AND XFXX- 1T/OM/OB INDICATESA SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFERIT IS THIS ENGINEERS INTENTTO PLAN fOR LOCATIONSAND XUXX - 1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1T/0101/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED DNTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.TAPCON MIN OT WINDOW SIZE 300 MIN EMB OM N145 1 SINGLE BOND BEAM 1".) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-19' EMBEDMENT #5 BAR BENT AS SHOWN - 2x6 (MIN 2 X 3) 2-3716 TAPCON PRE -CAST :'41M' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" D N 1-1/4" EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE S 7E.145 MIN AS TO ALLOWBENT SREN300 MIN EMBEDMK ENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE SECURE TO SHEATHING 1/4") 8' FROM EACH END ANDUPPER AND LOWE #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1_11. MIN. 2-12d PER BLK. EA. ENO N BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/1 G' OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 �� ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11 T=1'-0" J SCALE:34"=1'-0" 3 SCALE: 3/4'=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. 3 SINGLE #SCORNER I BAR, 3Ox30 TURNED UP y Its _,GO)I I OTURNED DOWN INTO STEEL RE OF / FILLEDLLEDCELL BOND. BEAM 0 I) ( II G8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. I) / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"-V-T ��� SINGLE LINTEL, MULTIPLE OPENINGS rANCNIT10T8 RE) i In nr- 11441 N. RONALD REAGAN SL` LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 W W W-Bbdesign$POUP-torn AA #: 0003325 h O NRJlsGM Ie LOT" SILVERADO LOT #11 BLK #13 PROJECT// 03719.000-11132 >tcoaE>� "2045-LANTANA" GARAGE SWUM:RIGHT PAGE: DETAILS 150 MPH EXP. B I M 8/17/20 =AIM 1/4"=1'-0" siIEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 V2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0". FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. AH11T 2X4 BLOCKING BETWEEN --- TRUSSES 24" O.C. TOE NAILED AH13T TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED AH15 TO BRACE TOP OF WALL. AH17 AH19 A A A A A A HATCHING DENOTES KNEEWALL TO 13'-10" FRAMING PLAN SCALE: 1/4" = 1'-0" A7Group.. 5 gn 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-0078 wwwabdesigngroup.Com AA A: 0003326 i N 0 14 �E 4 BLTMZV. A6 XJD?6 SILVERADO LOT #11 BLK #13 > mjzcT# 03719.000-11132 MODEM.:"2045-UNTANA" CtAtAas NVDM* RIGHT PAOft FRAMING PLAN 150 MPH EXP. B OP 8/17/20 SICAIM 1/4"=1'-0" mKow s3 -(l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) {1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 } NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GAIN. COMMON NAILS. 1x2 SECURED W/ 10d. GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 6", 8" x 4%W MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:18/0 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ GIRDER CONNECTOR(S) SCALE"=1-(r sm WOMB= THOINSI4 4500 3/4" WOOD PANELS 6000 (2) in" WOOD PANELS 60 (2)1/2' WOOD PANELS 90 2x LUMBER 3W' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 518" GYPSUM BOARD OR 1n" HIGH STRENGTH Cl-G. BOARD SECURE W OIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING in"GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. SOALE 3/4"=l'-U' (NO UPLIFT) OTCH DEPTH 1/4^13 HOLE EDGE >5/8" HOLE DIAMETER < 2/5'D SGL. STUD OUTER iB OF SPAN ONLY OLE EDGE >5I8' 01 BTM. ""----HOLE DIAMETER PLATE < 3/5`D DBL. STUD STUD NOTCHING i1 AND BORING LIMITS 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -. TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOOD FASCIA SE LG� SEE ARCHITECTURAL 2x SECURED W/ (3)1 'd GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12" O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2. 4", 6", 8" x 4•-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(t) SIMPSON LGT3SDS2.5 GIRDER TIEDOW WITH (4) t x 5" TITEN HD TO CMU AND (12) SE }'x 2 � TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) e x 5" TITEN HD TO CMU AND (18) SOS }'x 3" TO GIRDER G-(2) SIMPSON FGTR GIRDER TIEDOWNS WIT (2) �' x 5-TITEN HD TO CMU AND (18) SOS k x SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a Zb 2c TYPICAL ROOF GIRDER CONNECTOR(S) LSTA1220 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5/8" A.O. WITH MIN. 7" EMBEDMENT TO SLAB 8 (18) l6d x 2-112" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 8mu BAC103tKM THOINBIS 4500 3/4' WOOD PANELS 8000 (2) tl2" W000 PALLS 80 (2)1/2' WOOD PANELS 90 2x LUMBER LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. 8 - SIMPSON HUS28 G < 24DO LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 240D LBS, U < 1810 LBS WI (2) 3/4"" SIMPSON TITEN BOLTIJSOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GAIN. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/JSOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER ��TACHMENT DETAIL # 1100 UPLIFT SIMPSON HTSM20 NiO 10d TO TRUSS AND (4)1/4" x 21/4' TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WN010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" ONOT USED SEDGE CENTRAL SPACING SPACING SEE SEE T CHEDUL SCHEDULE SEEFRAMINGPLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d W 51/2"MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. z 2. END OF FRONT AND REAR LEDGER SHOULD m LAP A MIN OF 4'-0". 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY m CLOSER THAN 6' O/C. S. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) _ PT DUX x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE YEDOESPACBIG COARALSPACING A DOUBLE 2x8 1/2" 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 112" 8" O/C 16" O/C D DOUBLE 2x10 3/4•' 811 O/C 24•' O/C E DOUBLE 2xl0 3/4" 61• O/C 16" Olc F DOUBLE 2x12 3/4" 6" 0/C 12" O/C WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d Q EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30•-l" TO 60•-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ 1n" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE WI 12d's S" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED (!� _ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ, %BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 34=1.-0• THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED $O LONG AS THE NEW STRAP HAS EQUVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS / SCALE: 3/4"=V-0" ITN A■CB IT19T• 6 Group.. i N. RONALD REAGAN BLVD. LONGWOOD, F132750 PH: 407-774t078 FAX: 407-7744078 www.abdosWgroup.com AA #: 0003326 w M 0 a a 0 Rs 5G, Isosnri►. as LOT: SILVERADO LOT #11 BLK #13 auoamcT* r03719.000-11132 LWANA" swnwo" GHT DETAILS 150 MPH EXP. B DPwn4 8/17/20 TM ZICAM 1/4"=1'-0" SHOW S3.1A IF FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3116" " x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 101-T BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE:&4"=1'-0' SIMPSON 146 WI (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. OR ER TRUSS 12" HDG NAILS FLPLATE STRAPS W/ 10d x 1 RTRUS GIRDER WALL / FLOOR FRAMING, ,,-",,TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 1 Od @ 3" O.C. 1 ST PLY INTO LEDGER AND 10d @ 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW S" CMU WALL REINF PER PLAN PER ELEVATI N � Z PER EL VATION m 1X2 FIRE -STOP 5��q —jam #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; � 3l4" AS SHOWN SIMPSON A23 JIL EA.TRUSS 4° WkNi dLPATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL SEE SCHEDULE 2X_ LEDGER SECTION DETAIL AT TRUSSES BEARING .j ON EXTERIOR WALL #8 WOOD SCREWS x 2" LONG 3" O.C.; STAGGERED IN AS SHOWN = DBL 2X8 LEDGER TO CMU W/ 12' EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM REINF PER PLAN END W/ MIN 5-12" EMBED. FLOOR DECK PER ELEVATION LL �1111�F(" o, tz WILING PATTERN 0 �w PER ELEVATION ZZ PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-W 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY FLOOR DECK T 2x4 CONT. WI(4)16d NAILS INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: 2x TOP FLR TRUSS STAGGERED UPPER PLY INTO 2x6 BELOW x 2" LONG @ 3" O.C.; STAGGERED OFF TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. CENTERLINE OFF 2x8; @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) AS 3/4" AS SHOWN 2x4 BRACE @ 4NAILS 8" O.C. W (5)12d 1'4" MIN. FROM 2ND. FLR. FLOOR DECK NAILS @ EA. END LINE 2x6 CONT. WI (8)16d NAILS DBL LEDGER TO MU WI 12' EXP. BOLT C C 8d RING SHANK NAILS @ 4" O.C. MAX @ BT. OF FLOOR TRUSS 8" CMU WALL REINF PER PLAN AT O.C. AND 8' FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) END W/ MIN 5.12" EMBED. 16d NAILS @ 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC II' �/4„ PER ELEVATION PER ELEVATION O Z -711t11��'" NAILING PATTERN O�� P R ELEVATION PER ELEVATKN PER ELEVATION ly 2x4 P.T. CEILING 24 M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER W! FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASONRY NAILS @,2 D.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON SIMPSON HETA-16 @ HETA-16@ REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. EVERY USS (VERIFY 1X2 FIRESTOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16@ W/TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE:3l4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) @ 24" O.C. MAX 0 PER ELEVATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8' GYPSUM BOARD OR 12" HIGH WI 1/2" DIA. ANCHOR BOLT W12" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH - U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2.6 WOOD BEARING CONNECTION WALL WI SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE POURED BTM. PLATE TO BE PT. LINTE LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 BTM 12"GYP. WL. BD. • o • - 10d TOP PLATE ANCHORS W1 tOd x 1 1l2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. 19-0- EACH FILL ALL HOLES, DO NOT USE 10dx3" 1l2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TO BE INSTAUREDLLED TRUSS TO BE INSTALLED @ 10'-0" O.C. LED MAX. EPDXY 5-12" EMBED. MIN. @ 16" 1 f M 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL '" ,�, TOPosrcoNNEcnoN O SCALE: 3l4"=1'-0" A-SIMPSON M S-12 U <990 LBS W/ (14)10d GALV. NAILS. - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W! (18) 1/4'k3"SDS,(1)5M--A.T.R. TO HDU4 AND (10)1/4" X 212" SOS TO POST TRUSS CONNECTION @ L.B.W. POSTToSLAB CONmcno, SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 WI 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (28) 16d x 2-12" NAILS TO POST. ►19NITICT5 6 Grow �n 41 N. RONALD REAGAN 8U LONGWOOD, FIL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdeslBngroup.oDm AA #: 0003325 Y h M fi C ti >aVSDIV. aIAOT. SILVERADO LOT #11 BLK #13 PmmwT*I 03719, 000-11132 MODS °2045-LANTANA" GAR"M 1111MUQI RIGHT PARiM DETAILS 150 MPH EXP. B DP TM 8/17/20 SCAM 1/4-=1'-0" 8EEM= S3.1B A It C N IT N C T i SIMPSON HlQA OR LGT-2 W/ - tOdXt t HDG NAILS: FILL ALL HOLES FIBERGLASS SHINGLES OVER — #30 FELT PAPER ON 4- O.S.B. SHEATHING OR I- COX PLYWOOD SECURED PER NAILING SCHEDULE KNEEWALL TO BRG. H.T. W/ —� 2X4 SYP NO. 2 STUDS @ 12" O.C. KNEEWALL TO BRG. H.T. W/ 2X4 SYP NO.2 STUDS @ 12" O.C. WI SP2 TOP 8 SP1 BOTTOM MTW-12 0 EA. TRUSS (2) 2X12 HDR W/FLITCH PLATE. ATTACHED W/(2) MSTA-24 @ EA. 10 $ SIDE PRE-ENG TRUSS MTL. DRIP EDGE / 2x SUB -BAND 2X4 NAILER STUCCO OVER FELT OVER PLYWOOD v 0 B ENTRY DETAIL—ELEV. 'F' PRE- ENG. TRUSSES SECURED PER FRAMING NOTES BRG. HT. SEE PLAN —A— _ 2x SYP #2 DOUBLE TOP PLATE, — LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD SHEATHING ATTACH PER NAILING SCHEDULE SIMPSON SP2 @ EA. STUD TOP TO TOP PLATE FL #17244 2x SYP #2 BLOCKING AT MID SPAN — OF WALL, REQUIRED WHEN WALL IS OVER V-X IN HEIGHT 2x SYP #2 KNEEWALL FRAMED — 16" O.C. MAX SIMPSON SPI @ EA. STUD — BOTTOM TO BOTTOM PLATE FL #17244 BRG. HT. SEE PLAN J _ SECURE PT, BTM. PLATE TO BLK. W/ 1/2"xW ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" EMBED. MIN. @ 16" OC MAX. KNEEWALL DETAIL C 19 SCALE: 3/4' . 1'-®' VENTED ALUM. SOFFIT DOUBLE TOP PLATE j O.S.B. SHEATHING OR J" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE MTS 12 Q EA. TRUSS 2X4 KNEEWALL TO BRG. HT. SECURE TO CMU W/ 1/2"X9" ANCHOR BOLTS W/ 2" WASHERS SET IN HIGH STRENGTH EPDXY (off 16" O.C. (6" MIN. EMBEDMENT}TYP. t' Group.. l"i N. RONALD REAGAN BLVD. LONGWOOD, FL 327B0 PH: 407-774-6078 FAX: 407-7744078 wwwAbd-Igngroup.— AA #: 0003325 [Al; M F f: 2 avmrv. a 3 SILVERADO LOT #11 BLK #13 Pr omwTi1 03719.000-11132 MOD=ro "2045-LANTANA" *AnAGM awata: RIGHT PAG=t ENTRY DETAILS 150 MPH EXP. B Dpn'Wr 8/17/20 DCAM 1/4"=1'-0" ar;zmT S3.1C L A GABIE-EN) rl`—ACI` Hw RooF F —F ROOF WIND DESIGN PRESSURES ZONE 1 = 20.97 PSF (30.97) ZONE 2 = 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) "A'= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DAPHRAOM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED " PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DMA. SHANK TENSILE STR. SHANK Ed RING SHANK, 21/2" 0.120" 1-10,000 RI SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 12" 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS PMV CHFATHING EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES . . . . . . . . . . . Z Z 0 O U a LU D O 0 LL ' Z z Z QU 2 O In O wO z to z J • J Q Z Y Z 2a N Y U U z cl) In U � O g O z mW ° �• Z m Q- --_� 1, t' omm c s ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMM 8d RING SHANK GUN NAILS - @ 6" O.C. IN FIELD : ATTACHME0 FORROF SHEATHINGO.S.B. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.B,.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALLBE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARfHgRWEATIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FORSLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHWAEERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER, Fb = 1100 PSI AND.A MODULUS OF FOR STRUCTURAL CONCRETE, AC1530-13/ASCE S73 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64NLL CONTINUOS POIYEIMYIENE VAPOR BARRIER LENBRANE UNDERNI SLABS ON(it0 M WHERE INDICATED ON ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND ALSO SPECIFICATIONS DRAWINGS SEAMS LAPPED 6 INCHES AND SEALED YWiHADH6NETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS.• MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PUNS AS THEY ARE NOT CONSIDERED TO BE STRUCTUIRALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2s STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al BE. GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SUBS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0' OC. EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 00 NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF DON/ AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION% AND "TPBWTCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PBT AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTED 20 p�XOR-mnartesf TOP CHORD 1 REVIEW' TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BIM CHORD -r—coil—r t #6 BAR - 30" #7 BAR - 42" TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS8.1-1962, 15 Psf TOP CHORD 20 Psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 PSI w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10Psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PSI . STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=1601X11 GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE SUSECONDB,RI EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMBED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2DP5f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3OW, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40PSf, GUARDS AND HANDRAILS: 200Psi GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 5O W, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP MAWINC3 REVIEW "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GbO, GRADE 11R = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND D UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLASSING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS FREPRODUCIBLE DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEEER IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED NA SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf. FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZERR. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44O R MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS MILL BE TINE —STAMPED WHEN CONCRETE IS BATCH®. THE MMXIMUMTIME ALLOWED FROM WHEN WINTER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SMALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH S HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3- FOR CONCRETE CAST AGANST AND PERMAN@RLY EXPOSED TO EARTH(FOU#NDA DONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 14W FORA5 AND SMALLER T FOR#B AND ARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3M FOR SLABS, WALLS AND JOSTS 1-17 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B Fy = 46 ks). STRUCTURAL PIPE SHALL BE ASTM 63, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTKIN S� TYPE sPACNG REIMRK4 APPLIGTION � TTF£ 9PACNG REHABS tYl PT FURRING TO MA90NRYICONC. CASE VIAROENEDCOx NAlltt?LONG. BOIC GARAGE DOOR SUCK TO MA90NRYINNC. 1M•gA NOWASHER TAPCCN MASOMT FASTEPER 60IC tt?EMBED.,f END DIST., 11IY'EOGE DST. sm.AL x r.SEEl a CASE HARP?eECOL NN oC AGCFREO wWOOWID00P/fASTENEO MOMA�MVI qNC. GMAGE DOCRYBU« roMM1SONRYID]NC. r EmANSKMIBOIr u01C rE1.6EO..r EfOO6T.. TEOGE O6T. wwoowBGGK 1x PT, SEE NOTE6 CARE HARDENEDGOL NWL „.— B•orc T—RE. wWrowlDocwFASTENEo wro MAroNRncaNc. METW.STRMTOR MAsaNRY1coN.. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS FJIT.9WINGDOOR BU«9, PT, SEE NOlE6 11 Y169K WASHER ,C CVC 11?EMBED, e'END. pIST.,11?EDGE GIST. NONRFMWG W000 CONC. 9I.AB EIPAN.SpN !EMBED. PENS ASHEN ��� OST.,YEDGE DST. 4'0$T—DUB,. 6.tb•PAF xY 1? 9"OIC FEND. DI 1. 1t2' PT TO STEEL COL.. SEE siAGGEfED EDGE GIST. NOTE6 MOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE ODORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAL DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND A MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. A A C N I T I C T! 6 Grou019We 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdesigngroup.eom AA IY: 0003325 b h l; U M LO0 a rC F: MiLL STJRDIV ae tN01`. SILVERADO LOT #11 BLK #13 PROJRC" 03719.000-11132 1[OD=k 2045—UNTANA" RIGHT PARiR: DETAILS 150 MPH EXP. B 2 r 8"17/M 1/4=1N1 i V �� � � ��s ��.�� � � � ♦ slfl�, �� ��� c r