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HomeMy WebLinkAbout35583 Burma Reed Drw 09. l 'v J 99 99 11072 04EAB -ARIA HOMES 12602 TELECOM EDFRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES Rev/evv 0 C17-Y 0,p'7=ArE p P�fNR NIL, --- • 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 .� BUUM CODE. B , °iB tI91�iIOH (�� • � I �D �A�, CODI� .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH :EXPOSURE _ B 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE AD AIRCONDITIONINGMUM. ADI. ALTER A T E AMT.P ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAD. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. DRRAMICTRE D. DRYER DBL. DOUBLE D.O. DUAL GLAZED DIA. DIAMETER D P. DISPOSAL N DP. DEEP DR DOOR Ds. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL M. EXHAUST EXT. EXTERIOR F.GhX. FIXED GLASS F.G. FUEL GAS FIN. FINISH FL R FLOOR FLUOR FLUORESCENT G.P FRENCHFOOTING °O°R GA. GAUGETHK. GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H6R. HEADER CORE HOT. OR HT HEIGHT INSUL,INSULATION INT. INTERIOR LAV. M.C. MIN. MIN M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLY. PLvwD. PR. P.T. R_ BAD, R.A.G. REF. RM. R.O. S.c, SD. S.H. SHT. SHTHG SIM. SM. SL. S STD.TD. SWS TEMP. T.O.C. T.O.P. T.O.S. TYP. U.N.O. W. W/ WD. WOW. W.I. LAVATORY MEDICINE MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PHONE BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN RILL REFRIGERATOR ROOM SOLID OPENINGEXT SMOKED DETECTOR SMOKE DETECTOR SINGLE HUNG SHEET SHOWER G SHOWER SIMILAR SLIDING GGLASS SLB7M STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICX TOP OF CURB TOP OF PLATE TOPOFS YPICAL AB TYPICAL UNLESS NOTED OTHERWISE WASHERRGGF WITH WOOD WINDOW WATER IRON DATE DESCRIPTION avow =18I D ARCHITECTURAL SHEET DESCRIPTION a 2011 PESC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG P1 —PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL PG WAi—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS 0vi" C016 RE -ISSUED 041" FOOTIW3 REVISION PER M. ESOWES 02mn5 PLAN MAINTENANCE 030M REVISED LINTEL SIZE AT FRONT ENTRY DOOR ftnVa ADDED LED L&n • KRCHEN 16ATHRO" PER MARL emb G1/12/19 ADDED STOLE OPTX7N ELEVATK7N5 'C' 1 'D' WM/M ADDED OPr. V-a' CEILING HE04T OMM REPLACE W 0XI ECTORS WITH 5T7.5ON CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 aka OPT.W-a' CLG. MT. ELEVATION 'C'- REVISED HEIGHT OF A"Y RC SQ.FT. CALC.'S LIVING IIS�Z SCi. FT. 432 SQ.PT. ENTRr 3S ea FT. LAll�di� BCL PT• TOTAL 2$38 SGL PT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SI AA —DETAILS PG 51.2-DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBE IN THIS DRAWING SET) ARE UNCLEAR AND IN ORDERD OF FURTHER TO BUILD THIS PROfECfGBASED ON THIS EXPLANATION OR IN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO AWRITTEN RFI'LL s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILLTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE %SEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCILON BASE ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 WWWsbdeslgngroup.com L AA 8: 0003325 a7 o S iO nunDIV ae LOT SILVERADO LOT #12 BLK #19 PROJECT* 04128.002-12191 MODEIa 4EAB "1672- ARIA" GARAGE 81rIATG: RIGHT PAGE: COVER SHEET 15 M H EXP. B 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. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. 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 1-3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOOR& 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 1' 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 ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. 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 %' PVC (SCHEDULE 40), INSULATED WITH %' 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. EXTERIOR WALL COVEWNGI 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 EXTERIOR FINSSRIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1rt THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 11,V TYPE'W DRYWALL SCREWS AT 12' 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 BUILDER'S / 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. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 t 13 o � :3 aUNDIV. Ae LOT: SILVERADO LOT #12 BLK #19 PROJECTp 04128.002-12191 TLCODEI� 4EAB "1672- ARIA" GARAGE SITING: RIGHT PAGE: GENERAL NOTES 150 MPH W. B 12 A.A] NO INCALE: 1/4"=1'-0" LSHEET GN SHINGLE LAP SIDING AS SMCIFIED 4 BAND - Mo 61 TRIM "' '�11[I■ ■■ IIII _ _� �I IIII � 1■ ■■ IIII �' �, _I L-I i■ �1■ FRONTmom NOTE: WALL FENESTRATION FLASHING AS PER POOR R10.1A OFF RIDGE VENT I�6 SHINGLE ROOF 6' "BED BAND 4' RAISED BAND �— COACHGHT LIGHT 9 .�0'-0' FIN. FLR OFF RIDGE VENT AREAOF ATnC 2235 SO, FT. NET FREE VENTILATION AREA REQUI RED 1130D REQUIREDVENTILATION AREA = 2235/30D = 745 VENTILATION AREA X SO INCHES PER FT. (144) 1072.8 SQ IN. MIN. REQUIREDVENTILATION _ .5X 1072.8 IN UPPER PORTION OF ATnC - 536.45O IN. OFF RIDGEVENTILATION AREA = 115 SO IN. PER VENT SMA /115 TOTAL#OF VENTS REQUIRED = 4.66435 TOTAL#OF VENTS PROVIDED 5 'AREA OFATTIC 15THE PERIMITER OF THE FIOUSE, LESS THE OVERHANG EXTEMOR OF WAUTO EXTERIOROF WALL, NO OVERHANGS INCLUDED 8'-8' BRG, HGT.,I, B�RGTHG 00'-0 OFF RIDGE VENT WFE RE ME ic E E LE-ILE will REAR ELEVATION SCALE, V4 - F-0' TEXTURED FINISH 08'-8' BRG. HGT. 4B I a I-O- trp.l -------_____- '---------------------------- --- F0-0 LEFT ELEVATION SCALE. 1/4 - I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' Brds. W-T.4,_ II 4B 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 - 1'-0' TEXTURED FINISH FIN. z 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 Lo • Q (�ga UBDiv & IAT: SILVERADO LOT #12 BLK #19 PROJECT# 04128,002-12191 MODEL4 4EAB "1672-ARIA" GARAGE 9VInNG: RIGHT PAGE: ELEVATION I1c11 150 MPH E . B 12 RCAI M: 1/4"=1'-O" Emm A2C ELECTRICAL LEGEND SYMBOL- DEFINITION NOTES -e 25V OUTLET 20 AMP SNOLE POLE 40V OUTLET UOV OUTLET N Q WOW M SRITOIaIIIET PYI IIOV OUTLET � WAtwrD �' NTEMPM t (TAMPER RRMSTANT TTFE) 220V OUTLET (4) WR{ OCROCTIW EM . IWTNIRPOF COMM FALT -�F'dfl CUTLET NRRRPTlR eWTCN SWTCM E-WAY OMM OUTC14 I 4-WAY OPM WALL MONTW Law OEILNG I — © LED CUG LMHT ©Np LED YAPOR PRDOP LOW O vp VAPOR PROOF LOW OO FAMIUM CAN eVOO. PAP I Co" PER sa FT. vmAr. PAN I CPM PWl so. Pr. V Pemae (RPM NG* TeD sY OM PL uRAT ® rR1T1Et O) AROUND FL 2-MLS REAP L ( FNTJ A am i� 7' R.uOlIEOCEAf } 4' KAWNEKEO r�-a�-•a+ C 4' TRACK LOW l7 PANEL DIETER OSD. w am oww ae 1 r� U&L F OM= RATT. RAIXar 1 1 spum MaTECTOM 21LyA� ® src o MONOXOM SMOM °PTO" �� cem � -MRS45c m IIHARQuLL EE A DRTANCS OP NOT LMS THEN 4' MCA4T LIGHT LIB f►V NATURAL *A* JACK HATER DRCa+ICT IRMWA,ER ,e eE 0T y�.�. I LIELIONN—Cy ' EEE AM oN mumem JAM p TO In NUPPORPEO N ACCaaANCE WV IRO): J-mm MAMIGM M GUM4 PM CEMM TO f2E ED N CE4.NS PA(AtlHT WN01 AOGOIIC�AD W OM ZE®M MAMKII R2R Bann 24' PPCAPpBCW LMHT STRIP CDII !i' *CANDESCENT LWNT STEP 4W NCAOEN:IT LnW NIOP ROOD LPMrt KP OPT. SEfJIRtt KltTAO • PD. ERN -MUTTON POR 04PM use PORT • LOCATION OF TV JACKS A PHONE OUTLETS 4 PANS TO 0E VW"MW • HOMMUMM PRE-COWTRLCTION MEETING. • ALL 0 A 20 AP ERACN CIRLIUM TO ME AC FAULT PROTECTED PER !LlCTINCAL PRDVIe1pNe OP i'dCd r1v PTDITIOd (2aT) A TIED nen 2eu CDITIOA • 20 AMP DEDCATED LAUNDRY GRdUIT. • OR R INLAND (NOT ON KITCMN ORDUR) • DENWLNWlR DMCOPOWT TO 0E LOOKOUT N PAEL • SATMCCM E)04AUST PAN TO NAYS MSL CAPAOTY OP d0 0I'1 NTIMIMTTENT PER MLCCTRICAL PMDVMda S C• SECTION Me •wt•� r1N EDPT W [2RTI) • L.YEORY ROOM RELEPT(10.E SNAP CE GROUND PAU LT CUWUM-LATER M PROTECTION FOR PERIO+d ON FEEDERS • WRRM PETCD &w E! NON PETALLIC CAMS FER ELECTRICAL PRDV00% OP PEER rTW EO (2EM1 • ALL WOW TO COMPLY W!TH ELECTRICAL M OVINONG OF TM PBCP rTH NO 120M1 • Al LA'1M SHALL !y MLEG112LX EIILDER A!m TRr OP LVWTpM MOT EA l/it1Y ElPICIBLT TYPE PER BPIC�4O1')201i.N, EDITION RA04J ELECTRICAL PLAN SCALE. 1/4' . I'-0' PETER FIELD 'ERIFY LOC. V-3' I,-3. \I I I I L I LED LIGHTING ® SINGLE LAV. • BATH n II' \ I 1 I a I I � I i 1 I L I \ LED LIGHTING ® DOUBLE LAV. OU.NER'S BATH PANEL -A IE7Ll®0�._.: �EmO ETA• ��"'!Y' E^�® IIIIMIII ®o© a� WE�EEEEIEEEWE��© EE7EEE..!•(i—.1� OEE[II� �EWWAEE�e�E�Ev IM ICI m 0 PROVIDE 39)0 M TWM . PIS CU N 2' CCMMT OR 1 •4)0 AL. TIAW . PS OU IN2' CONDUIT. fm TO TERINATE AeOUE A T • OVEWANdJ 150 AMP ELECTRICAL RISER 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003325 i 4n Q a aVSDIV. at " SILVERADO LOT #12 BLK #19 PROJECT# 04128.002-12191 MoDSLt 4EAB "1672—ARIA" GARAGE XWMG: RIGHT PAGE: ELECTRICAL PLAN i M H FAB NOT TO em p COMENAT04 eEMCE SOCNINS T GUTCH A D Ie0 AMP QO'140 VOLT QW41MAL NOTES. OM ELECTRIC METER IN I fw A ELECTRICAL MATERIALO AND NeTALLATIC** SHALL WTH ELEC MCAL PROVbIONO OF riW Cp�jiyEDITION2),LOCAL NOMA 2R ENCLOSURE F,mwCOPLY CODES. AND ALL LOCAL POWER COMPANY IE{OWI s E m @ ALL CONIXCTOM SHALL INK TYPE THWHAI-M ULEWNOTED OT I IMAM YINIq CAeLSsourmITOIAPP'!(f LWA ODE VOLTJME COPI•lCTIO/M FAT& 06/09/20 114 Cu SERviq GROUND CONNECTED TO LE: 1/4"=1'-0 CO4g1ETE ENCASED FOOT= SIM PER ELE sIONe OP THE mr�ttai ET S)N' DIA X S PT LONG COPPER CLAD GROUND ROD El 1 1 1 ----------------- I II I II II I I I I I I I I 19'-0' 9'-I' I0' •1' '? ITU II I III • ''; -- H I OI O I I i I i ii I J I I 1 I I � li • m II II I II II I I III III U ------ II II II II II _ 2'-V 2'-9' 31'-3' WG 36'xb0'El ImPAN i �iiil iI N i �_ L---- r i aO J 1 1 PLUMBING PLAN SCALE, 1/4 . I'-V �2' V.TR n� I/2• 2. I \\ KSIWC I ,,Cl 1/2' '� W/ AUTO VENT I I/2 I 1 2' V.TR I I nie �• I LAv I V2' N C..I 1/2' I I Y 2, 3 11/2'�7---- 1j �2' 3' I Ur i WASWEIR I I LAv. LAv. CA 3 eHM I TO MAIN 3 4' PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407.774.4078 www.abd•signgroup.00m ` AA M: 0003325 J SILVERADO LOT #12 BLK #19 PROJECT* 04128.002-12191 UODSia 4EAB "1672— ARIA" GARAGE 8wiNd: RIGHT PADS: PLUMBING PLAN 150 H B 12 >NICAL•E: 1/4"=1'-0" aHSST P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB a MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL ELM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) 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. S. ALL FIRE RATED CEILINGS AND WALLS SHALT. HAVE AN APPROVED FIRE OR FIREAMOKE 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. 11, DRYER 0006TER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NCTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS arrlc CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB p REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FfTTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JO8AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN —OUT (TY�PN.) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIPFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LI&4T O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL _211111 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ l2J 'ill I/4' SHT. P1TL. 6CREW8 CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. ., I'-8'X8' CONC. FITTINCs OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN —OUT (T NOTE, ALL MECHANICAL EQUIPMENT 814ALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 . 1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 ltlt6 a r kk �K SILVERADO LOT #12 BLK #19 Do 04128.001-1219 MODsrl 4EAB "1979- AATA" RIGHT PAGE: MECHANICAL PLAN !12 , A NO A wTS: 08/09/20 !!CALF: 1/4"=1'-0" splZmT M1 2X4 TOP PLATE PER rm.,6 s� CONOR MEAD PRE -FAD TRUSS w• Tmm t COAT rcrum in. CLG. DOAI® FLAUTMIAF}LMfO M ONOCTLY TO MAMOIRT tN P.T. w ATTAGiD TO m.L NOTE- STUDS IN wLL u em PARTITIONS SUPPORTING AFFIW AL Rm Ire' DRYWALL WALL HUNG PLUM5INGWALANT . x'-'� MACKWit IioD 1441 N. RONALD REAiAN BLVD FIXTURES AND WALL WAr. = LONOWOOD,FL327G0 CABINETS SHALL BE NOT L� "AN0UW 'T PH: 407-n4 eo7s Tr LESS THAN 2x4, WHERE aALv.eTQL SPACED NOT MORE "•earn Mo. = To oOCR nAN:rJ w.a 407-774d07B SECURE DT. 2X4 WOOD FASTW �» AAA M: 000333325 �m PLATE TO SLAB STUDS •24' THAN 16 - O.C. OR NOT rood eAr WOW uro PER O.0 P.e7DUCT eALv. eTm oHwMaD Doan W/ 10d MASONRY LESS THAN 2x6, WHERE NAIL e 32' O� SPACED NOT MORE `: ' AFF"WAL MM¢ ��CAL TRACK MY MAF pr OlilEltl TMRACIQTO MAX THAN 24- O.C. neA w wom GLAD A PROVFINOCALT a'Fwaia. isn FRL FLR 2 GAS LINE THRU BLOCK a GARAGE DOOR JAMBS D1 WALE: 11/2'-I'-V' TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'-I'-V' FIBERGLASG BHINGLEB OVER W FELT PAPER FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' O.C. MAX. SECURE W/ (2)12,1 NAILS • EA END FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSER OVER LA FELT PAPER OR IRE a$I LITI I kkv FIBERGLASS BHMGLES OR SYNTHETIC RWbJ.1 ON J' OA$. PER STRUCTURAL DETAILS OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' CDX OR SYNTHETIC YN TIC PRODUCT', PRODUCT, INSTALLED PER SECTION R905.1.1 PLYWOOD FASTENER SCHEDULE INSTALLED PER SECTION ON J' OAU5. SHEATHING RW511 ON I}' OAS. PER SECTION RIMAT14IN .1 OR 3' CDX PLYWOOD PEOTIR STRUCTURAL DETACK AT ALL AILS SWEATWM OR PLYWOOD SECURED PER COX ON J' OAJS. SHEATHING 5/S' GYPSUM BOA SECURED PER FASTENER SCHEDULE OR k COX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE I .0. T SECURED PER STRENGTH CLG. TYPPRE-ENG WD. TRUSS I Y®P. MTL. DRIP EDGE Ifr FASTENER SCHEDULE BOARD RIEFERENCE MTL. DRIP EDGE OA. ON. EVATION STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATION IE PRE-ENG TRUSS INSULATION R--VALUE FORMS PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DCONT. 2x RAT ETAILS SECURED PER / VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE PRE' GA6LE TRIM INSULATION R-VALUES PRE' GABLE TRUSS, 0. PER ELEVATION WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER 2x FASCIA PER N ELEVATIOpH' ELEVATION 2x P.T. SECURED GYPSUM BOAR OR IR' R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL SECURED ER VENTED SOFFIT VENTED SOFFIT HK�U STRENGTH CW. BOARD WINDOW ATTAC4 1ENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW A CZMT PORTLANDAPPLIED STRUCTURALRIEFERIENCE MANUFACTURES SPECIE CATITIONS RENCE DIRECTLY TO MASONRY NG Ix2 P.T. FURRI STRUCTURAL STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING G' CM CEMENT PLASTER APPLIED PS 241D.C. 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY V2' THICK, 7 COAT MD. . CEMENT PLASTER APPLIED 1/e' GYP. 0— MD. PORTLAND APPLIED C•,� DIRECTLY TO MAGONRY WOOD BASE WOOD DIRECTLY TO MASONRY 0'-0' FIN. FLR l — — 0'-0' FIN. FLR 0'-0' FIN. FLR _ 0'-0' FIK FLR ° " .. a °• cxTu a a a W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B n D NO OPENING )ATE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12 A momp aUBDIV at w SILVERADO LOT #12 BLK #19 PROJECT# 04128.002-12191 MODEIa 4EAB "1672— ARIA" GAIeAGE DWING: RIGHT PAGE: BETA 1 E B 5 1—STORY HIP BLOCK WALL (2) LAYER uNDERLAYMENT SYSTEM r611—STORY GABLE BLOCK WALL D� SCALE, 3/4'-I'-V' IS REQUIRED. FOR ROOF SLOPES D� SCALE, 3/4'-I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, O ASTM D 486S TYPE IV, OR ASTM D n' 1 6151 N 1 r1 L A. NO rpluNT DATED 06/09/20 aCA Z:1/4"=1'-0" a D1 TOP• 2X6 P.T. • CENTER OF DOOR HEADER SECURED w/ (1) 1,12' X a' J-DOLT W! 4'MR EMBEDMENT EV 2- X V X VW WASHER 4 NUT OR V (2) V2• X a' ANCHOR DOLTS 1W W MRL E HEN DMENT SV 2• X 2' X VW wA WER 4 NUT- -SECURE 214 01 ® PLAT TO NA w) MASOMIT- NAILS. UP/ 6Al2' x DOORK A C44OR DOLTS, w) 4• 1a X 7'X ISSLASWEA 4 Nff. () WITHIN S. OP TOP. lU WITHIN a• OF THE DIM. (S) EVENLY SPACED. of Imp NOTES, ALL ANCHORS SHALL BE M ACCORDANCE TO MANFACTUREWS INSTALLATICN NSTR)CTIONS WHERE SUCH SNSTRICTIONS ARE MORE 6TRI43MT GARAGE DOOR T BUCK ATTACHMENT 4esu, V — 2X4m SECURE TO BLOCK W/ 2)b' TAPCONS (MIN. SHAWK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) 8' CMU WITHIN D' OF EACH END 4 NOTE: STRUCTURAL 2X K' DRYWALL 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 1'X4' OR I'X2' P.T. NAILER 2Xbm SECURED THROUGH Ix4 P.T. OR %-X4' MIN. SECURE TO BLOCK WA-Vo' NOd-6TRUCTURAL V.- SECURE THRU FRAME 4 TAPCONIS TAPCON MIN. I-Y4 EXTEND I-Y4' INTO BLOCK (MINA SWANK SIZE J45 EMBEDMENT INTO BLOCK W( 2)(R' TAPCONS MIN. HEAD SIZE 300 , CMU El (MIN. SHANK SIZE ,145 MIN. EMBEDMENT I Y49 ' DRYWALL MIN. I-EAD SIZE 300 MIN. EMBEDMENT 14V WITHIN W OF EACH END 4 IW O.C. MAX SPACING. 'X4' OR 0X2' P.T. NAILER WITHIN D' OF EACH END 4 2X8,® 18' O.C. MAX SPACING SECURE TO BLOCK WA-2>4' 7(� O.S.B. X 4'MIR TAPCONS (MIN. SHANK SIZE J46 DOOR CASING DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW 4u ATTACH TO 2X PER MANUFACTURER WITHIN D' OF EACH.END 4 ATTACH TO 2X PER MANUFACTURES DETAILS, DETAILS. ID'Or- MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMS NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 4 DOOR JAMB TO BLACK +1-15/1,¢" A WINDOW TO BIA K +34 OR +5 C A C 1-15 8 ALE: RT SCALE, NTA. 2X4:m SECURE TO BLOCK W/ 24' TAPCONS OR (MIN. SHANK 812E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK WA-%' TAPGONS(MIN. SHANK SIZE J45 MIR HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 g. CM 18' O.G. MAX SPAC 2Xg,® � I'Xd' OR SECURE TO BLOCK WA-2)(4' (MIN. SHANK SIZE .145 MM. HEAD SIZE 3N70 7P�TMIN. EMBEDMENT I Ys') H WITHIN 8' OF EACH END 4 L i'X2' P.T. NAILER CASING JAMB OR WINDOW TO 2X PER MANUFACTURES DETAILS. ID O.C. MAX SPACING. 2X4:m SECURE TO BLOCK UW j(!' TAPCONS (MIN. SHANK SIZE .INS MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) WITHIN W OF EACH END • NOTE, STRUCTURAL 2X ID' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X&= SECURED THROUGH SECURE TO BLOCK WA-%' NON-STRUCTURAL %- TAPCONS TAPCON MIN. I-Y4 (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIR EMBEDMENT I Y4) D. CM S' OF EACH END 4 J1' DRYWALL 18' Or -MAX SPACING 2X84m7 ❑ I•X4' OR PX2' P.T. NAILER SECURE TTo BLOCK WA-%' CASING TAIRCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN D' OF EACH END 4 MANUFACTURES DETAILS. ID' OC. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEEDY49 NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEEDY4) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 n WDDOW TO BLACK +1-1 in1 IITNDOR TO BLACK +2 1 4} SCALE, KTA3. u ALE: KTAI. 2X4m SECURE TO BLOCK W/ 1V TAPCONS (MIN. SHAWK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 029 WITHIN 8' OF EACH END NOTE: BTRJGTURAL 2X ID' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA BLOCK WA -%'NON-STRUCTURAL V TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , C" W MIN. EMBEDMENT 1 Y49 DRYWALL WITHIN W OF EACH END 4 'X4' OR VX2' P.T. NAILER IV OC, MAX SPACING. 2XSm SECURE BLOCK WA-I)(4' (AMIN. DOOR CASING SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER is, OC. MAX SPACING. MANUFACTURES DETAILS. woo m, ww n.""o mn wX ueeno)l•: DOOR JAMB TO BLACK +3" @SCALE, N.TJ3. It TO BLOCK +3" 2X4m 6EOJRE TO BLOCK W/ N)W TAPCONS (MIR SHANK SIZE J45 MINI. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' OC. MAX SPACING. MOT BE ON OUTSIDE 4 Mbi SECURED THROUGH SECURE TO I5LOCK WA-%' NON-STRUCTURAL %' TAPCONS(MEV. SHANK SIZE TAPCCN MIN. 1 Yi 145 EMBEDMENT INTO BLOCK MIIlL HEAD SIZE 300 MIR EMBEDMENT 149 6, cm WITHIN D' OF EACH END 4 Yj• DRYWALL ID' O.C. MAX SPACING 2X8:m I'X4. OR I'X2' P.T. NAILER ' SECURE TO BLOCK W/2-VATTAC44 2X SECURE TO TAPCONS(MEd. SHAWL ft"TUMMEMBER 145 12dIN 8' OF EACH MIN. HEAD SIZE 300 4 6' TO D' O.G. MAX MIR EMBEDMENT 1 Y49OOR CASING WT14IN W OF EACH ENDOOR JAMB OR WINDOW ID' O.C. MAX SPACING. TO 2X PER MAK FACTURES, DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" F. +3' E, KT 2X4m SECURE TO BLOCK O&V TAPCONB(MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X UMT14IN 8. OF EACH END 4 MUST BE ON OUTSIDE 4 ID' OC. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL )W SECURE TO BLOCK WA-1/4' TAPCOJ MIN. I-Y4 TAPCONS(MIK SHAWL SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4')' DRYWALL WITHIN W OF EACH END 4 ID' O.G. MAX SPACING. OR I'X2' P.T. NAILER 2XDm ❑ SECURE TO BLOCK WA-1/4' ' O.SUS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Y♦') DOORJAMB OR WINDOW WITHIN VOF EACH END 4 ATTACH TO 2X PER 18. OC, MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK + CBLOCK +3- CKT37-71/81"8' 2X4m SECURE TO BLOCK W)Ys' TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN D' or -EACH END 4 MST DE ON OUTSIDE 4 18' O.C. MAX SPACING. 2Xim SECURED THROUGH NON-STRUCTURAL V SECURE TO BLOCK UYI-U4' TAPCMIN. 1-Y4 (MIN. MIRTAPSWANK 812E .I45 CN EMBEDMENT INTO BLOCK (SH MIR HEAD SIZE 300 MIN EMBEDMENT I Y49 8' CMu WITHIN D' OF EACH END 4 A* DRYWALL ID' O.C. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2XS4 SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIR TAPCONS CASING (MIR SWANK SIZix .145 MIR HEAD SIZE 300 MIR EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN VOF EACH END 4 TTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLLMB JAMS (DO NOT EXCEED Y4 ) DOOR JUL1B TO BLACK +3 3/ " H A TO +3 4" ALE, KTb. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407.774.4078 www.abdosigngroup.com L AA C 0003325 Cyz�s�i LA 0 a 6 a sysD><v as L/om SILVERADO LOT #12 BLK #19 PLLSOJECT4/ 04128.002— 2191 MODELa 4EAB "1672— ARIA" GARAGE BWXNG: RIGHT PAGE: DETAILS L11 AM LB 12 2 1 BCALJID: 1/4"=1'-O" 1 D2 1441 N. RONALD REAOAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com k. 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STOP �Ow STUCCO ppt#m on "I CEMENT �RcCp PER ELEVATIONS WOOD SHEATHING JUN SELF-ADHESIVE FLASHING — — — — — —NOTE:41jAM6AlN07'j2'3, METAL LATH: LATH TO 5E PER SECTION NLT uoa1LA,TraR WiM TOR W.L Mm ORmm y off ,aLmm.�TeR. R-103.1.1 / ASTM C-84-1-m9, MIN. 2.5 L55. "MATODTTOMOPPow4 oler aooaa APr L►RalraerwxN PER SQ. YARD (UTILITY OR NOMINAL 06/09770*1 DATM /20 *CALIM 1/4"=1'-0" 'v T. '°°M '°"" L FLASHING LATH DOES NOT MEET SPECIFICATIONS) eHssa' 5 N TS O V STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD SHEATHNG FLASHING LAYER M, UNIT STUCCO LAYER 4, FORTIFIBER 1441 N. RONALD REAGAN BLVD PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL32750 VENT CAP (SET IN METAL LATH PH:407-7748078 CONT. SEALANT) WOODFAX- 407-7744078 CONSTRUCTION y—FINISH • DD www.abdosigngroup.com FASTEN TO WOOD STRICTUVAL AA A: 0009326 SEALANT • —.1 O.C. MAX TOP 4 SIDES s cm36' TO Yj' MID -WALL yr-E� ecReeD 6B DRYER VENT (BLOCK) a; W WIDE STRIP SELF ADHESIVE FLASHMQr, CLEAN MASONRY BB'ORE APPLYING _n TEXTURED BUILDING PAPER MOW o MASONRY OYER '°"ICK FLASH' HORIZONTAL WEEP SCREED PLAS�— — — - - (FRAME TO BLOCK) PIPE THROUGH WALL 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) 8' BUILDING PAPER UNDER 'QUICK FLASH' _ LAYER CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION !;IIE VENT PENETRATION A WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING SCALE, N.T.S. APPLY SELF -ADHERING 1 SHEATHING MEMBRANEF OADRWOOD APPROVED WRB LAYER N STEP #1 STEP #2 APPROVEDHOJOE— BELOW �P WRIB LAYER Of, ELEC. METER FIELD I UAND STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'O' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING ONE (1) LAYER OF PAINT EDGE APRO E OVER F'ROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 4, FORTIFIEFER CAVITY TO BE FILLED STEP #3 BUILDING PAPER 9THAT WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE CWRB BASE SEALANT AT POINT COATING OVER LAYER "I STUCCO WRAP) ELEC WIRE PENETRATES STUCCO/ C.V. FINISH (SEE TYPICAL WALL OUMIV. ae LOT: SILVERADO LOT #12 BLK #19 2 1m 0 2-12 1 I[ODZSIs 4EAB "1672-ARIA" GARAGM •WEINI G: RIGHT PAGMt WALL ASSEMBLY ti TAILS M H 40A. B APPLY E-2 BEAD— OVERe . ° • o SECTION) WRB LAYER 02 (FORTIFI5ER - - - - - E 101 e e BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT FELT -PROVIDE ATDALL METAL LATH x—x—x—x 4 1 COAT OF PAINT WRACK- JOINTS AND " `I ROLL PRIOR TO INTERSECTIONS JOIN ZOZO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND NO SELF-ADHESIVE FLASHING - - - - - DISCONNECT STEP #5 STEP #(o NOTE: I1P /09/ METAL LATH: LATH TO 5E PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE DATO 20 08//09i0~ R103.1.1 / ASTM C-841-09, MIN. 2.5 LSS. O PENETRATION •�' PER 50. YARD (UTILITY OR NOMINAL WA2 LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdWgngroup.com AA t. 0003328 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) �e► WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) i METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — — 2 A suxurv. a Los: SILVERADO LOT #12 BLK #19 0 1J2s. 0�-12191 MODZU 4EAB "1672—ARIA" GARAGE 8Wn90. RIGHT ]PAGE WALL ASSEMBLY DETAILS CORNER BE D 150 H B (FASTENER t SPACING ® 1' O.G.) N tTT GMU THICK, 3 COAT CEMENT '1 PLASTER APPLIED 23 DIRECTLY TO MASONRY 08/09/20 now 14-B CORNER BEAD ® BLOCK wr.�r/4"=1-0" WA3 WOOD 0"TNXTION DEYOND WOOD 6NEATNM6 WEATWM Ptft6TNE DARRRR 9 i 61A1 Twm P616TNE / 40 IWfi'�I E1C,L4L�61DM6 /// \ •'GEL-AMERNS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA #: 0003328 rr 4 s•'A M I • Irk R.AMiMG VKATTtlWR POSISTNE STARTER STRIP / \\ \\ UA DTMR IPRESISTNE Ifil5ifft on �� .y •• 6ELF-ADNERM6 1 / R-A6NMa \ _ GALVV N ET 'r FLAASNM6� IY6TM'1 FEF CR Olt ul *—two !;IWE R /ODCASM 61 a� APPROV4D SEALANT SIDING TO STUCCO BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -L-7 sysa:v ae LOT SILVERADO LOT #12 BLK #19 1pmismip 2-12191 �roamA 4EAB "1672—ARIA" aA t^GZ EWING; RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH AB LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCO WRAP) J WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) ROUND METAL LATH x—x—x—x STUCCO a 06/0 0 ALM 1/4"=1'-O" WOOD SHEATHING slmm" SELF-ADHESIVE FLASHING — — — — WA4 Al / ---- - --- - -- -!--- - - i - - 2x6 SUB-BANb W/1'x4' NOTCH s % - - - - - END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ -1/8' TEXTURED I \ \ FINISH s WOOD I 1/2' TEXTURED \\ \ \ I FINISH s CMU / \\� I METAL FASCIA \\ WRAP Ys' FROM \ \\ �- STUCCO, I' FROM WOOD WALL \ -- -- --' e EXTERIOR WALL \\ (FRAME OR CMU) \ `\ \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY \ ®ELEVATION ®FLAN A 1/0, TEXTURED FINISH • WOOD, V2' TEXTURED ' FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP W00D BHEATHIWs OR CMU x x x x x x WRIS LAYER 81, x x STUCCO WRAP(PRAmE ONLY) x x x x x x x x x x x x — IIJRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x - - -- BUILDNG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU gXi Sly BAND CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE FLAN B METAL OUT x x x x x x x x x x x x x (REFERENCE POINT ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH s / WOOD, 1/2' TEXTURED FINISH s CMU '*, ! 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT s 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 WA�'x4' NOTCH s END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL @ WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT is 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 s END, WRAPPED IN PEEL t STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD RFAOAN BLVD. LONOYYOOD, FL 32760 PH: 407.774,6076 FAX 407-7744078 www.abdesigngroup.com L AA S: 0003328 J a oil] aee I I N, sv�:v ae rAa�s SILVERADO LOT #12 BLK #19 PMJR CTI/ 04128.002-12191 MOama 4EAB "1672— ARIA" OA>R"Z DWING'. RIGHT PAolk WALL ASSEMBLY DETAILS: SUB—BA14D 150 PH . B EXTEND SLAB 1 112" FM-12X78 FM-12X12 I— 4" CONC. I I a0 1 1,1 I' SLAB r °P io LLO w ro LL I F-2 ,a 2 �4 � 10 I FM-12X78 I 1 I I •I E I I 4 �OF 1' PVC CHASE I zo FOR ELEC. @ ISLAND 1 LL m I� x Ig ILL I I 191_0" 19'-0" Y I 0 I i aa. y EXTEND 4"PVC CHASE I SLAB 1 1/2" �; TE 1— — — — — — 5 1/2 SLAB y SLAB Lb LL I EXTEND p FM-12X78 SLAB 1 112" y 2 ,., 4 CONC. 1 I I SLAB 3,�" I 6' 1,11 31M1 1I 2 FMC-12X18 71/2 + 4 4 L_ FM-12X18 11 1'1 FM-12X18 _ FM•12X12 _ 2'-0- ). 4'-4" 1, 2'-0' 16'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. S. 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. 1113INDICATED #6 BAR, MINDICATES #6 BARANDICATES #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. 530-13/ASCE 5.13, USING: FM = 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 4 OF SLAB SUPPORTED 3'-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 SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS INS W1.4xW1A OVER GENERAL 31/2" 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-12x18 12" CONTINUOUS 18' - (2)#5's FMC-12x18 12" CONTINUOUS IS, - s - VARIES F-24x24 24" 24" 1z' s s FM-12x12 12" CONTINUOUS 12" - (2)#5's TE-1 8" SEE PLAN 8" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 a yJ i lY 5 mm suBDIV. ae LOT SILVERADO LOT #12 BLK #19 PROJECT 04128.00-12191 MODEL: 4EAB "1672-ARIA" GARAGE 8WIDNIG: RIGHT PAGE: FOUNDATION PLAN 150 H B 12 L SZ; 06/09/20 1 FOUNDATION PLAN SCALE: 1/4" = V-0" s i 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED Z Q ^ {I STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 'v g0 CELL SEE PLAN FOR SIZE AND p a SPACING REQUIREMENTS - P•• s SPACING REQUIREMENTS �: GARAGE DOOR w m U W �..—..,•, es j. '. I RECESS J of a K < __1. FM CL Z 8" CMU WALL O N , 8" CMU WALL II I CORNER BARS, SAME SIZE AS BAR W Lu g' O is gi Z — ; .% IN FOUNDATION WITH 30" LEG EACH "`1III w U O M +- 0'-0" +• V-0" d. WAY AT ALL CHANGES IN DIRECTIONS y TOP OF SLAB . S . SO THAT THE STEEL REINF. .• - VARI S MATCH AMOUNT OF CONTINUUOUSUS BA BARBS >I E CURB FOR MASONRY SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. " SEE SLAB SCHEDULE TOP OF GARAGE " d. I .. ,ILL CONTINUOUS STEEL MONOLITHIC UNITS SET '" Ito. EXT. PORCH SLAB4" CHAMFER (1 STORY) FOOTING REINFORCEMENT SEE SCHEDULE -' AT ELEV: WI 1/2"ISOLATION6" (WHERE VAOND CHAMFER (2STORY) #3 18" !f4 24" EXT. PORCH SLAB W/ 1/2"ISOLATIONJOINT 4" CHAMFER (iSTORY) It6"CHAMFER (2STORY) !APPLICABLE) 0'-0" ZE SCHEDULE #5 3C' JOIM (WHERE TIC EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE APPLICFOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS 0e. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" @GARAGE SCALE: 3/4"=IW' 4 SCALE: 3l4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" --�� LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFYHEIGHT EI GHT VERIFY NAILS, 2-ROWS, 4" O/C BTM. HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE & SECURED W/ 2-PART SPACING, SINGLE BTM. PLATE M"XgrWEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE @ BASE a I EPDXY. MIN, EMBED TO BE PT. PROVIDE DBL. TOP WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO =4 8", UNO cl FOLLOW ALL MANF. PLATE EPDXY 5-12" EMBED. MIN. !� 16" OC SLAB W/10d MASONRY NAIL 15' O/C STAGGERED. � K SPECIFICATIONS FOR Vi SIMPSON SPH4 LA SPH6 BTM AND TOP PLATE ADDITIONAL METAL = USE AND I ANCHORS WI 10d X 1 12` CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1/4" X 2 111V PREPARATION OF CO `� HOLE. COMMON NAILS FILL All 0) REQUIRED WHEN NO /n UPLIFT IS PRESENT. TAPCONB Z o! HOLES, DO NOT USE 10d w w x3" SEE SLAB SCHEDULE E SLAB SCHEDULE ¢ SLAB y TOP OF SLAS4` CHAMFER (1STORY) 8" CHAMFER (2-STORY)a.�-EQ. VEQEE EQ. EE SCHEDULE SCHEDULE FOR WxD, BAR SIZE WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:34"=r-0 (NO UPLIFT) SCALE:3/4"=1'-0 SCALE:3/4"=1'-0" (WI UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ tEd COMMON STEEL REINFORCING GROUTED NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN TS SPACING REQUIREMENTS Z 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O BTM. PLATE TO BE PT, PROVIDE DBL. TOP PLATE SLAB W/1 Od MASONRY NAIL ¢ m w 1 E' O/C STAGGERED. ADDITIONAL METAL (� v y CONNECTORS NOT 8"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) TOP OF SLABSEE WALL FRAMING SLAB SCHEDULE 2X IGROUTED EE SLAB SCHEDULE 12"DIA. SIMPSON STB2 BOLTS 5' +- 0'0 Z MINIMUM EMBEDMENT INTO TOPOF SLAB ATED' COLUMN PAD CELL, 4" FROM ENDS AND ERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH A_. FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE �tS7 R WxD, BAR SIZE FOR WxD, BAR SIZE D BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL OTING AND COL. PADL 1 BLOCK WALL CONNECTION 9 3/4"=1'-0" (NO UPLIFT) SEP SCALE: 3/4'=1'-0" L 1 SCALE: 3/4"=1'A" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngfoup.com L AA k: 0003325 a i} J •1 Y{ OU13Div & LOT: SILVERADO LOT #12 BLK #19 PRCJMCT# 04128.002-12191 MODELd 4EAB "1672-ARIA" GARAGE OWWO: RIGHT PAGE: DETAILS %150/WH E B TIE VERTICAL REBAR BA TO HORIZONTAL REBAR W/ "I.HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z e a .. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774,W78 www.abdesigngmup.com #5 BARS AA III: 0003326 o ll B„ 0 CLEAN OUT REQUIRED -0 Oa' FOR INSPECTION [O 0 V-0• 0'-0" FIN. FLR. e TIE RTICAL REBAR . a - TO HORIZONTAL [ElREBAR i W/ 10"HOOK may. . fig J b BAR SIZE 48 BAR OIA. Z K #3 > #4 21, CMU UNIT DIMENSIONS in O MS 30" � m ARE NOMINAL SIZES #7 42" © MASONRY SYMBOLS HORIZONTALNERTICAL 3 SCALE: 3/4"=1'-0' y SCALE: 3/REINFORCING � 'Q Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS W 8"CMU WALL TOP OF SLAB - n - TOP OF SLAB Z W SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB 4" CHAMFER (1-STORY) #3 18„ io O • t .° a W/ t/7' ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE - 04 24" APPLICABLE) Z MATCH STEEL fly Nr m 6" PVC CHASE N REINFORCEMENT PER SCHEDULE M6 36" 6" PVC CHASE THRU FOOTING MN SILVERADO LOT #12 BLK #19 PROJECT* 04128.002-12191 MODEU 4EAB "1672-ARIA" GARAGE 8WWG: RIGHT PAGE: DETAILS 15 PH E . B THRU FOOTING #7 1 42" MATCH STEEL ° SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE 1 AND BAR QUANTITY PVC CHASE 1 ,THRU FOOTING SCALE: 3/4"=1'-0' AR NO DA 06/09/20 8CMX: 1/4"=1'—O" B*Er. 4' S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG 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. 5. 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 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ 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. HEADER SCHEDULE MARK SUE IN DESCRIPTIONREMARK i(D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / 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 (pa1J SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#6 N/A GROUTEDSOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4tw.Gwia SAFE LOAD - POUNDS PER LINEAR FOOT SAFP LOAD LF ��A SATE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH LENGTH woo W1240 wwo "'N"m raw0 W"" m4e a TYPE LENGTH anSF9 RgAU TYPE LENGTH ersnr omu er+att ansar erratr rum eno-tr ers0a ersl-tt arxm etN•+r arwar rNnr amaT BUS we -is sna-16 wwo ewo-Is ~I owe mats rr (42') PRECAST 2291Sfi aw a7u 6m WV -ON' 0w 1wi {4� PRECAST t026 t02{ tM6 a 6' (4� pFSCABT ION ION NM 004 m e+N 70H Nr 4w Mu ten err4 Mes4 IIw tw sw adst 4w m sin tool 4'r (46') PRECAST 1988 m1 am SON 4w OM 70M sla Pr ('4r) PRECAST 766 768 1309 4'r (41n PRECAST Iw aw aw N16 4w em e6N aids 4406 Na 757 M4 IdsM ttw ads m am ew 4616 m am 4'r (84') PRECAST 1659 +w 21M NM eta /a6 0100 HM rr (� PRECAST B92 697 1079 4'r (647 T 17a 7w YN0/ eN6 4w 4T71 bw aids am Ma 76n wa MOM 11w 1207 ION VV N15 40a Qtt eai Sd' (6{� PRECAST 12/7 +w tw tw NOD 31a m 4w 9d• (64') PRECAST 411 411 745 6'r (64') PRECAST Me m as NN m m 4M ma tw ws .� 1M 10N tn6 am m aw wt 4m S•10' (709 PRECAST 1062 lids 117a teIn N00 no sw s47a s-Ur (M PRECAST w996 MS 6'-10• (70•) PREr" w ON Na NO 41W "m ION 4w n nM m w tea MOO SIV aw 41a ar CAC) PRECAST 908 1w nn ads aeal am 4m m So m PRECAST 807 721 490 Sr (7!') PRECAST w m m Im 21n am m NN 1 a m— a ION NN s7ds ass+ a7u Tr 01p) PRECAST 743 Idst IimlN! 1m NN Nds Nds NM NO Tr BX1'1 PRECAST 424 534 Bat Tr (90") PRECAST Na NN 17N aM1 Nds m sm ant ds "m m sae seal am ad• (11 PRECAST 27 664 w +7N INS 26M SIN MO m ad' (tt?1 PRECAST ffi8 612 230 ai• (17T) PRECASTm 1 m !+a sm 1w tea 2eM MM ew me uta 1w m4 ana ,ar H26'1 PREDABr 476 w w 72n Nds V" 2m aNe mr (120� PFIECI$T 284 401 ,66 tar (tt!� PRECJ 6Tw w t sm 1 2M1 1w +w NN mt 1764 71N t47a 1m NIS Nle11'd' t ( 38� PRECAer 382 w 1w tw NN SIV 4w 114• (198') PRECAST 2NI0 462 154 ,1'r (728n P[eECABTw E w +w 1w saa a1:r 4w S7 +m tw maw nw (144� PRECAST 397 enin1w 21M 2w NSs 72'4T (144� PRECAST 2M 402 ,87 12'r (144') PRECAST 7M w 11 iwiz-0" w as 12M 1w 21M M NN w 1a02 m sae 13'd' 1 (�PRECAST 788 4nENR INS 1m /w MO iw 13'd' (1e0') PRECAST 217 324 t70 734' (18a7 PRECAST as m w 1 "Is 4" Iw 1w Iw 2 s NM m IIN u 1w74'r 1 ( 88') PRECAST 2794a 4at +w 1w lea 2127 NN 14'-0' (788� PRECAST 206 2S3 ,00 74'r (7l87 PREC18'T w m w im-1 Iw tm as 2fa7 eN0 ru m 1 710I 14'd• (1PROSIFISSM NJt INNO M M M NR M 14'd' (776� PRE NA 294 91 14'r (776') PP68'i m ale w w w w m w w w 1w 1w 2w N+7 2772 tad' (i84� PIffiSTA[$SPD RR M Nt M M NR M lad' (16P) M E87 MM NAL 20 82 tad' (084•) PR687AE8S® m m efs w w w w w m 41a 7188 tm Gods me 9Ns 1T•P (2a6") PR1371 N.R M m M M M M 1Tr (W PRS7RE�ED NA 194 64 iTd' Mn PPEBitiE 1a tN m w 400 w M m w IM-m- w w 1m 1w 1w aon tad' I�TI PRESTRESSED NA. Mt M M M M M M tad' (2e2't PII�IRE88ED N.R. 148 82 lad' (2a� PRL$TRC�BED 1N IN m w w 4N 4n M w MI m 4N IN Ids, uu Isle IT" 21-4. (2S6') PRESR BED NR M M M M 1M M M 2tr Ree') PR6StRE88ED N.R. 126 42 21'r Re6') PRF$T�BED IQ IQ s% ON fa 37a od w dsT NO Tat w Iw w 340 w w 1144 1w tads err (2e49 PRE97REateEO N.R.Ids M M M M M M M 2zr ( � P N.R.NO 40 274T (2M') P +a +a 1a m aN w w sla w w w mm w w N6 w m 1047 INS 1N0 Wr Mn PR BED N.R M M M M M M 24'r MnPRESTO Nit 81 33 24'r Mn PRESI 7N +M 176 'Na N7 Na Na 466 4N w w m sa w IN m w w w ION 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#)THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT RESAR. ALL VALUES TAKEN PROMSAFE LOAD TABLES• BY CASTCRBTE.MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANLWACTUIM SPECIFICATIONS • PROVIDE MINA M C OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 1"126.03 m:.a..---,",,-----xar...-----.— ------..«.....--n----—_,.---..,....:.A.._.as --m—.�.,V., "4. 8F16-1T/0M/0B 8F16-1T/0M/0B 8F16-1T/OM/08 ' t RRMSYSSMSSMSSA -------------- % 1 b ¢� ' 2 sP 9 11M a � mat N 2 'b °D GT + 131-16-1 UUM/uts �g I e g°ss a'r % "y 1 '4 ( { ( # 7 $ (m t t { t T UNO, PROVIDE BB7 WHERE 2 ROOF TRUSSES BEAR, TOP e € OF WALL EL. 6-8", LINO. t § a ) ( a ) ( o t 4a 8F8- tea" 1T/OMI08 a GT € t s Y� 1 2 8F16-1T/0M/0B i 8F28-1T/0M/0B? a LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 ION gill 6 NON aysDiv a" LAT: SILVERADO LOT #12 BLK #19 PMJECT# 04128.002-12191 MODEL: 4EAB f11672— ARIA" GARAGE OMING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 E . B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI,O" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3l4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k8" i. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM �t 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. IMM MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT H �OF REINFORCING (1-2) 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#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"5. SHOULD THE ro BEABOND BOND BEAM COURSE OF BOND DOUBLE S OMITTED AND A LINTEL 5 PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. o„ , / Oi\l�• Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. p'vc�, I6 DBL, BON TOP OF BxEAM W/ (1) #5 BAR 80NO BEAM '\O EACH COURSE 8x8 BOND BEAM TOP OF • ���G�\� W/(1)#5 BAR .ti. BOND BEAM F = FILLED W/ GROUT I -�\AQ U =UNFILLED GROUT SOLID FROM T P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. K{/( /�BEOAM COURSE SEE NOTE 5 � o _�K. 16-1 T/ 1 1 V I/ v LINTEL W/A' #5 BAR HEIGNOMHT L # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY IT STHISENGINEER'SINTENT BOND BEAM COURSE OPENING -2" ^ BEAM DESIGNATION THAT XFXX-1T71M OB INDICATES DOUBLE BONG BEAM #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE [ SCALE:34"=1'•0" AND XFXX- 1T/OAUOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (L1) REFER 1T IS THIS ENGINEER'S INTENT TOP AND XUXX-1TIIWOS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS LINTEL OF OPENING AND XUXX-1T/OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 20 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SIZE.145 MIN HEAD OBL. BOND BEAM SIZE .300 MIN EMBEDMENT 1 SIZE AT LOWER ELEVATION WINDOW 114") 8" FROM EACH END AND MIN 1-1I4" #5 BAR BEN AS SHOWN EMBEDMENT 2x6 2 X 3) 2-3116 TAPCON PRE -CAST '4 1<4" WINDOW (MIN OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT, V4") B" 7p, ,ZIo SILL FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-114" 9 EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN UPPER AND LOWER SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BOND BEA #5 MIN. REQUIRED IN SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 SCALE: 314"=,'-0" v PROVIDE 3" DIA. HOLE IN LINTEL 80 THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I > I r SINGLE #5 CORNER Oi BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND, BEAM II I it I� II JUN 8x8 PIER W/SINGINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. Ar CHANGE IN ELEVATION OF BOND BEAM DSINGLE LINTEL, MULTIPLE OPENINGS SCALE: i N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngmup.com AA #-. 0003325 MO aysarv. ad LOT SILVERADO LOT #12 BLK #19 PROJECT/ 04128.002-12191 MODEr9 4EAB "1672- ARIA" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH E . B :9ail dillRei[m w 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI IOd 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. 5. 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 PBS36, .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 TRAYICOFFERED 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. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4076 www.abdosigngroup.com L AA S: 0003326 J QVHDIV. AO LOT SILVERADO LOT #12 BLK #19 rnon CT* 04128.002-12191 MODEIt 4EAB "1672- ARIA" GAPAGE 8111fiNG: RIGHT PAGM, FRAMING PLAN 150 MPH EXP. B ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE ' (1) SIMPSON HETA18 # 1100 UPLIFT ON B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH ROOF/WALLIFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 Wl1010tl TO I Od T d z 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 }" NAILS TO 6", 8" x MAY BE ADDED TRUSS AND x 2 1 /4" DBL STRAP, 1 EACH SIDE WRAPS UP AND DBL S , GIRDER. GIRDER. PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" NAILS, TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO GIRDER (16) 10d z 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED ACCOMMODATE # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" HEAVY UPLIFT CONNECTOR TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON OPPOSITE FACES OF PRE-ENG TRUSS WITH (12) 16d z 3 }" NAILS TO GIRDER OIC TO FACILITATE ONE BLOCK WALL WI1010d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" z 2 114" 1x2, 2z WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4)}" x 5" TITEN HO TO CMU AND (12) SDS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 z2 SECURED WI 1 Od TRUSSES @ 24" OIC, 1 x2, 2x WOOD FASCIA (2) }" z 5"TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3)18d C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" 1x2 SECURED W/ 1Od MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) TITEN 2 ANCHORS MIN, C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1" I`' §' TYPICAL ROOF MISPLACED3EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c B L 3 .rfi GIRDER CONNECTOR(S)SCALE: (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO W-0" (1) "X" BRACE SEAMS) 30'-1"TO 60'-0 (3)'7C BRACE SECURE 2x8 PT. PLATE (1)'0(" BRACE 0 CENTER TO BLK W/ 1/2" 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 W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 106. @ EACH TRUSS TO BE INSTALLED 1('-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END OT USED PRE—ENG'D TRUSS SCALE:3/4"=1'-0" 6 NOT USED 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH 114"0 USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES HOLE EDGE 15/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARESUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM.HOLE DIAMETER PLATE< 3/5"D DBL. STUD STIED NOTCHING NuBORING LIMITS LIMITS 9 NOT USED 10 NOT USED %ALTERNATE MATERIALS " SCALE: 3/4"=V-0" S 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.alxlealgngroup.com L AA #: 0003325 AN 8J J 6 O p BUDDiv e. LOT: SILVERADO LOT #12 BLK #19 1pft0jmcT# 04128.002-12191 MODEL. 4EAB "1672—ARIA" GARAGE 8111fixa: RIGHT PAGE: DETAILS 150 MPH EXP. B i PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX, SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d'e EACH TRUSS TO BE INSTALLED 010'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407.7744078 wwwAbdosigngroup.com AA 0: 0003325 avHDIV ae LOT SILVERADO LOT #12 BLK #19 PROJECTp 04128.002-12191 MODEZA 4EAB "1672-ARIA" GARAGE 9WING: RIGHT PAGE: DETAILS IL,15/H 12 NCO.=: 1/4"=1'-0" aMcm s3.1B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.0 BRACE WI (3) 12d 0 EA. SECURED Wf SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 6 TRUSSES) 2x SUB-BANO '-0" 70 30'-0" (1) "X" BRACE 0'-1" TO 60'-0 (3) "X" BRACE 1) "X"BRACE ®CENTER PRE-ENG GABLE TRUSS 2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 3 F PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER ZENGINEEREDWOOD SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d GALV. COMMON NAILS. TRUSSES @ 24" O/C, W SECURED Wf 1Dd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x'1 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE: 314"=1'-0" w VTCR SPACING (1) AT EA AND 8'-W O PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA •: 0003325 till i.... L 3 aVBDIV. Ae LOT SILVERADO LOT #12 BLK #19 PROJECT# 04128.002-12191 MODEIs 4EAB "1672-ARIA" GARAGE ISIMMG: RIGHT PAGE: DETAILS 150 MPH EXP. B ,1 2 aCALE: 1/4-=1'-0- aFIEET s3.1c GBLE-END HIPRCOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 71 PS ZONE 1 = 8.97 F (19.97) ZONE 2 =17.98 PSF (27-98) ZONE 3 = 33.53 PSF (43.53) "A'= 4%0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT w 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR IQ" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING .SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W 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 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 i RING RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEA741,110 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 Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Qa 4" O.C. .. TOP & BOTTOM EDGES .. Z O Zw. 2 Z . U to Oa to N . J . C D z . Z Q N CD . Z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS R!1(1F CHPAFATHINr Emm -_-_�' _�,I .--mm mmm ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS (� 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ IZ' 0.En jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 918-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAX" AGGREGATE SIZE SWILL BE 3/d'. PROVIDE 6%AIR ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED SIC, ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS (� 6" O.C. IN FIELD ` 8d RING SHANK GUN NAILS @ 12' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ IZ' 0.En jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 918-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAX" AGGREGATE SIZE SWILL BE 3/d'. PROVIDE 6%AIR ENTRNNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED SIC, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDE 6.MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONGROUND VAIERE INDICATED ON ELASTICITY :ILLS, AOO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS, MINIMUM NAILING PER PSCR 2017, 601 EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp 02. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SWILL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASI S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT4NPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE 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-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPWVTCA BCSI 1- ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Pt R VI VERTICAL SARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 pef TOP CHORD narrerd TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" EW WOOD TRUSSES. -OOR-co 10 paf BTM CHORD -rronoDncu"Brd DEADLOAD 15 paf TOP CHORD (7 paf W/ ASPHALT SHINGLES) 10 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10paf DEAD LOAD 20 pat TOP CHORD (10 paf W/ ND GYPCRETE) 5 paf BTM CHORD BALCONY LIVE LOAD 60 Pf STAIRS LIVE LOAD 40 Pf #6 BAR - 30' #7 BAR - 42' PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =150 MPH 3- SECOND 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 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1OPef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20Pf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, 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: 40Pf, GUARDS AND HANDRAILS: 2DOPf, GUARD IN -FILL COMPONENTS: SOpt, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF ?BUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40Pf, SLEEPING ROOMS: 30p f, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION IS 40EHHItCLE MASONRY: PLAN SHOWING COMPONENT LAYOUT. DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5RMS 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 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 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 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fht = 1500 PSI. BLOCK SHALL BE PLACED USING 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 OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. N4 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 MAXIMUM 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pf, 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 CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING, SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE•COMPACTEO AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM... GRADE B, Fy = 46 X.I. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy = 35 ft. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONNECTOR 9HAI.L eIRIMIT PROP09ED MIX DE91CfJ3, WITN M970RICAL STRENGTH DATA FOR EACH SEPARATE NIX PRIOR TO OTHER BOLTS BE ERS THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED SH- PRIORTO THE ADDITION OF PLASTICIZER, METHNDER INACCORDLL NCE WITH THE BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AC1301 AND ASTM CA4OR MEASURING, NIXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE LR BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED INITS FNAL POSITION SM U. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 15 HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIRUT' OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REOURED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFDR CONCRETE CAST AGAINST AND PEFMAFENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2'FOR 06 AND SMALLER 2-FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUBS, WALLS AND JOISTS 1.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEOE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCATpN Sm TYPE SPACa1G REIMPo49 APPUCATpN SITE TYPE 9PACaVG REMARK$ 14 PT FUI NJG TO CASE HAPDENEDCOIL .-GE-- -DW. 1-I-EMBEO., A'END OUST., MASONRY/GONG NAIL112^LONG. B O,C TO MASONRY`WNc. NOWASHER FASTENER S OF 11?EGGEGST. SOD, AL. EXT. DOORS CASE HARDENED COIL 9'CdC WINDOWNOCRIFASTENED GAAADE DOOR BJCK -DK WI E.-IONBOLT 1A"OTC A"EMBED.,'"ENOGST., ITPT,SEENDIES NMLit(YLONG. 9TAGGERED MTO MASONRY/GONG. TO MASWIRYICOrIC. WASHER YEDGE DST. wuroaN Bucx -HAROENEG- raD WWDowl000w FASTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING t I1 PT, SEE NOTEB HAIL 1114'LONG. STAGGERED INro MAsav6rnxWc. MAsormrl cmx. REQUIREMENTS EXT. SYIMG D00R (1)3'16'OW. ^TAPCOrf 11R'EMBED.B•END. NIXIBEARING WOW 1Yl EXPANSION-EMBEG.f E10 �" QC BUCK 2� PT, 9EE NOTEB NO WASHER FASTNER DIST.,11fC EDGE DUST. WALL TO COWC. SIAB WI WASHER BOLT DST., 3• EDGEGST. L�wN/�« at]B•Pu a]LS' YO•G PEND.OIST,11? PT IO STEELLQ., 9EF NOTE S yy/yyggRER 9TAGGERED EDGE DST. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DDORS, 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 HEAP 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. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407-774.6078 FAX: 407-774.4078 www.abdoslgngroup.com AA M: 0003325 A 4 �_ P �le y4 • 6 � I]P 3tmDm AL: TATSILVERADO LOT #12 BLK #19 ROJECT/ 04128.002-12191 MODZIU 4EAB "1672- ARIA" GARAGE 8W MG: RIGHT PAGE: DETAILS 150 MPH EXP. 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