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HomeMy WebLinkAbout6944 Silverado Ranch Blvd1828-4EBB-CAL199 e0ooff H 0M E S 12602 TELECOM DRIVE, TAMPA, FL 33637 T4sl: (813) 740-9720 Fax: (813) 740-9715 • 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 • FBC RESIDENTIAL 6TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE BTH EDITION •NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — VUlt=150 MPH • E(POSURE Bed=11a MPH *I —STORY RESIDENCE — •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV, ABOVE MEE. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADL ADJUSTABLE M.T. MEIALTHRESHGLD ALT. ALTERNATE MT MOUNT® AMP. AMPERAGE MTL METAL BD. BOARD N.T.S. NOT TO SCALE cL CENTER LINE O.C. ON CENTER CAB. CABINET PL PROPERTYUNE CLO. CEILING P.B. PUSHBUTTON CLR CLEAR PH PHONE CGNC. CONCRETE PLT. PLATE CPT. CARPET PLYWD. PLYWOOD C.T. CERAMIC TEE PR. PAIR D. DRYER P.T. PRESSURE TREATED DEL DOUBLE D. R. RISER AIR GRILL I . DIAMETER DUAL GGLAZED RAG. RADIUS DIM. DIMENSION REP. REFRGNERATOR DISP. DISPOSAL RM. ROOM OF. DEEP R.O ROUGH OPENING DR DOOR S.C. SOLA)COMEXTDR D.S. DOWNSPOUT S.D. SMOKE DETECTOR DTL. DETAIL S.H.ILSINGLE HUNG D.W. EACH ASS SA HG. SHEATHING ELEV. ELEVATION SHWR. SHOWER EX EQUAL XHAU SL SIMILAR EXH. EXHAUST SL SLIDING EXT. EXTERIOR SL. GL SLIDING GLASS F.GJFX. FIXED GLASS STD. STANDARD F.G. FUEL GAS SWS SHEAR WALL FIN. FINISH SECTION FLR FLOOR TEMP, TEMPEREDGLASS FLUOR. FLUORESCENT THK. IHICK Ft DR, FRENCH DOOR T.O.C. TOP OF CURB FIG. FOOTING T.O.P. TOP OF PLATE GA. GAUGE T.O.S. TOP OF SLAB GAR. OSP. GARBAGE DISPOSAL TYP. TYPICAL G.F.L GROUND -FAULT U.N.O. UNLESS NOTED CIRCUIT INTERRUPTER OTHERWISE GL. GLASS V.P. VAPOR PROOF GYP. BD. GYPSUM BOARD W. WASHER H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR HEADER WDW. WINDOW HOT. OR ITT HEIGHT W/H WATER HEATER INSUL. INSULATION W.I. WROUGHT IRON INT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DATE DESCRUMON ARCHITECTURAL SHEET DESCRIPTION PG Cl—COVER SHEET PG GN— GENERAL NOTES PG AI —FLOOR PLAN PG A2D—ELEVATIONS PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN Dl—DETAILS PG D2—DETAILS PG PG D3—PRODUCT APPROVAL LISTING PG WAS —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 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 .F T. =.IS �i uvn� 102H $a FT. cat 430 Bct �. ENW Ib 8O. FT. LANAI 5a TOTAL 2362 Sa FT. STRUCTURAL SHEET # DESCRIPTION PG SI—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3—FRAMING PLAN PG S3.1A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAIIS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR Dr17RPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) UNCLEAR AND IN NEED OF FURTHER DET G OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING S, 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 IM's IN WRTTT=_N/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFPs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 wwwzbd••Igngroup.com L AA 8: 0003325 , SILVERADO LOT #6 BLK. #7 MJWW 601 1iOD>eLt 4EBB "1828-CALL" GAVLAGM awaNnIN LEFT PAGW COVER SHEET %150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FSCR) ft EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH 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 SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, CARA= 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 R3MS.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1J41 INCHES THICK, OR 20-MNUTE FIRE -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.28 GAGE (0.48 Md) SHEET STEEL 1- MIN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026. THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8­INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORLEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. WMWORK 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 Y THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8' 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-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 TERMENT 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." Tmw 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) E. APA- THEENGINEEREDWOODASSOCIATION: 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. MNIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 0- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL� 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 P3D052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 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 COVERIPM 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 EKTERIOR F1iMM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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, ill' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTWC1063.12a. 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-C1063-11A AND R703.7. FIRE RESISTANT CONISTRU107 1 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF All DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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. CONTROL DATE: 10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWooup.com �L AA M: 0003325 ammo OVSDIv. & LOTS SILVERADO LOT #6 BLK. #7 P340JW* 04 2 .0 -0 07 MODE 11 4EBB "1828-CALI" OATZAGZ OVUM: LEFT PAG& GENERAL NOTES %150 MPH EXP. B DATO 1/17/19 WCAIM 1/4"=1'-0" 83cmIQT GN 9*- 39'-8' u„Iloilo 0111111111101111111111n o11111 o : n to o � ■ �o = I1 � � � r n olllo — 0111111110 ■ 11 I � ■ � O Q ■ ■ a_ o 1 o � � I � t :�►' 1 1 . � 1 ' i IIO o �® - _AS RECLCODE ■ �-;. oPER - ■ ■ FE oWAGB ME30" �I G ■ LW— : J 1 1 1 . o �1� CII M. swaA ■ .. = ! 011111�10�l�011111110 011110 10111Ila �l SQ.FT. CAM'S LN$* 1826 Sa PT. GARAGE 430 $a PT. sow 16 8Q PT. LANAI 88 8a IT. TOTAL 2362 Sa PT. CM01WAIDCIA MINII)LOW CMICMDWOMARiIE m01RR ANDM Famm ZDK 1111111IMM ABIIII{/ MILL WINDOW 10 5 24/-33 CRITERIA EXTERIOR 811AN0 IS 5 24/-31 DR MIN. CRITERIA SAD. MIN. 41 5 23/-211 CRITERIA 16010 O.WD. Ip 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT, 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CO1111pL ID C �* D6L. TOP PLATE 9 m BAR DETAIL ARCH DTL. B SCALE, 1/2 . 1'-0' / twup- NO -2-8 LOJV. DOOR UW AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLEN LIM AND RETIbGN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS ISETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOM -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MNITE PIKE -RATED DOORS. susa><v as Loa! SILVERADO LOT #6 BLK. #7 PUDJ11CT 4 8.00 — 6071 >teoaase 4EBB "1828—CALI" OA11AGIS OV UO3H LEFT PAGIM FLOOR PLAN 150 MPH EXP. B rr D � 1/17/19 sCAIM 1/4"=1'-O" Al OR ECAJIVALEW SWAKE •AD ► / \ _ P BAND BOARD (TYP.) 61 TRIM BIYIII6' RAISED �I� BAND (TYPdR.I�III�I■111�I1111�I1111.' ..�Imi11t11, IME MEMO] mo v FRONT ELEVATION SCALE: V4 . 1'-0' TEXTURED FNIBH OFF RIDGE DN E R OFF RIDGE T RFAOFATRC • 235450.FT. NETFREFVEIMLATIONAREAREQUIR® • I/3W MUMWVENRIATONARFA . 2354/M • 7m VENTILATION AREA x OIL RICHES PER FT. 12441 . UX72 sa IN. NNN.NEQIRREDVENRIATION . .sx lIX72 IN ZIPPER PORFIONOFATFIC W738 SO, W. OFF RIDHVWR AIION AREA 315 sQ D1. PER VENT SW.3'6/115 IDFVENIS EYxIM ALPOFVENISPROND® 4Y43W S d,b'-b' 5I0.a. HGT. RII�A[I�c7=7f►7�� MAN in ■ �� .��1P.ICSrd-7_fi� --�� v REAR ELEVATION WALE-. 1/4 - 1'-0' TEXTURED FNIBH OF RIDGE " 0'-0' FIN. FLR `" 7 ------------------------ LEFT ELEVATION 8CALE= 114 . I'-0' TEXTURED FNIBN OW RIDGE VENT OFF RIDGE VENT 12b b'-b' BRCa. W.T. j it II -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION 8CQ.E, 1/4 - 1'-0' TEXTURED PNIBH -#W-b' BRG. W.T. FIN. FLR v . 3 a 2 DECO. DTL. susOx . a LOT. SILVERADO LOT #6 BLK. #7 412 . —06071 MODEM, 4EBB "1828—CALL" GAIRAGZ NIWVW 2 LEFT PAGM ELEVATION I'D" 150 MPH EXP. B AAaHnr:ar BTA'M OF FLORIDA P� 2 A. ABOUCHACM AR NO WM 1/17/19 WCAL1R 1/4"=1'-0" wific" A2D ELECTRICAL LEGEND 6YM ONCRIPTION _w TANDARD 810I704 -WAY SWITCH -WAY SWITCH FFI6R SWITCH HE auTTON rl ISGOMIECT T NEWiOSTAT _e RKAE RECEPTACLE (126v/]0-AMP INGLE POLE) =0 IVV DUPLEX RECEPTACLE =0 DUPLEX RECEPTACLE (EO.UIFFED TH GROUND FAULT AMPW RESISTANT TYPE) IbV DUPLEX CUTLET (HALF OF OUTLET RED TO 6WItCH) # TERPROCF4#1 N:!ft=1w1rA"1(GROUND FAULT R) IbV OUADPLEx RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 0V RECEPTACLE (4 WIRE zcmar-Tow MOUNTED LIGHT ILNG MOUNTED LdW LK.HT LOOD LIGHT SCONE PRE -WIRE FAN WITH LIGNT (I CR1 PER S L PT-) am BlL6 LIGHT FIXTURE agm BILE LIGHT FIXTURE DULD LIGHT FIXTURE 'TRACK LIGHTING ttIC LIGHT WITH FULL CHAIN ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LOW (SURFACE 1X4' FLUORESCENT L"T (RECESSED) • O 116 Lf*47 CL88 LIGHT (VAPOR PROOF) LING MOUNTED LIGHT WITH J-BOX OPT. FAN C PANEL (FIELD VERJFY r ) (PIPLIP YEN.. -BOX (METER WALL MOUNTED) -BOX (CEILING MOUNTED) LING MOUNTED FAN 0 FAN (I CFM PER 6G FTJ y JACK O DETECTOR (CEILING MOUNTED) R'!6 HHTVI MOLINTED CUTLET FOR ChARACIE ILY JACK ""E Pan PORT NOTES, OF TV JAOK6 4 PHONE OUTLETS 4 PANS TORE VERIFIED • HOMIOUIER PRE-CONDTRUCTION "WING, • ALL B 4 20 AMP BRANCH CIMM76 TO BE AMC FAULT PROTECTED PER NEC 20.*(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITC 4IN CIRCUIT) • D18H WA61 ER DISC NNOCT TO BE LOCKOUT IN PANEL • BATNREOO'1 E""w"aT FAN TO HAVE MIN. CAPACITY OF 80 CFM INTERMITTENT PER TABLE M001A OF RDCR bTH EDITION (]OM). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERJPPTER PROTECTION FOR PEFI6CJ.1EL ON FEEDERS) • WRUNG METHOD 6HALL BE NON METALLIC CABLE A& NEC 2014 ARTICLE 300A(BX1J • ALL RECEPTACLE TO 6E TAMPER-RE616TANT TYPE -ALL 1 AMPS dl Nae aa1 ePTED BY DER AND TS% OF LIGHTING ft BE ENERGY EFFICIENT TYPE PER FJSG. EN WIMY cd2em VATION (RC6IDENTIAL ENERGY CFPIGIaICY) 201'1. 6th EDITION R404J Mm CEILING I1VING ROOM F-HARE-1 ? I MTD. LIGHT TO BE OWNER'S r, 7 CLG FAN j �vIDED, SUITE PRE -WIRED � �' / `J I PROVIDE FOR CLG FAN GFI / I OPT. FAN PRE -WIRED \ CLC, PAN \\ / iv I DINING RO d1 I .rel I 5' `• - bD. I I / TCM H CABINET -------- --- ------ I \� 0 I 1 6FI CaPI \ \ III LAUN. 1 GFI / PAN, GFI P CtFI/ ®®o�som ®OY�RiF.7Y mN=m�SOME Y�YY� cx•® ©©OAT"' ©= �RiE7��80®0 Om ="�w © mYms--c---rs�sr�m �YY�Om Rz7�->•?^�T-�s>•a mO�YY© Ems ImYmr:c ®Ym�m mm^--t�mY© YR�'Z�.'LS�YYO HoUmorm NEW YYY � a E UNIONS 00 aa�aa�aa�E�aaaaa�au aa_�aaaaar �aa��aaaaa� aY aa�aY��aaaaa�Ea E=�aaaaa�_��a�aa�a� 11z _ o i_ 0 ICI �ItiFJt BDR�M1N4/ u ° / 0, J / / / I _ I I / HOOD WIRE W/ FUUTLET FOR TURE MICRO RE P-WIREDO I ) C CLG PAN - /7 BDRM.N3 /'k �/\� PRE -WINED I / CLG FAN O 44. GPI D. POR I §�. I AFF. r-----� / I V 1 —'/ 1 / DOOR I ' PAS IRE ER MCI& u►aLL MOUNTED 3 CODE LIGHT W/6WITCH IN / 3 ATTIC 1 BATH J GPI 1yy)---{{CC��� 1\ 150 AMP ELECTRICAL RISER CLe.METER OJtLET�KEYLE66 — — T NOT TO SCALE. FIELD 4 FIXTUREVERIFY \\ BDRM.,f GENERAL NOTES. IRIRKsATION \ A ELECTRICAL MATERIALS AND INSTALLATION& &TALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FDGR bt44 OUTLET • I \\ �� ��% ®TOUCH r20M). LOCAL CODES, AND ALL LOCAL POWER 48' AFA REQUIREMENTS. GPI GARAGE - c v NOTEIL ALL Ot � t6E SHALL BE TYPE tlaw w & EN I rvrNle& \ PRE -WIRED GLG FAN \ I I I CHIMES I POTTER COMPANY TRANSFORM \/------------------ -- --'// O•T. COACH UC84T ELECTRICAL PLAN SCALE. V4' " F-C' PROVIDE 60 AMP, tWn4o VOLT. I FWASE SECONDARY - ELECTRICAL SERVICE, PROVIDE 3'1 COPPER (CU) IN 1-I/2" DIA SC14MXLE 00 PVC CONDUIT OR PROVIDE 3 '7/0 ALUUMMJM (AL) IN 2" DIA 801-EDME 80 PVC CONDUIT UNLS" SERVICE 16 PROVIDED BY TM ELECTRIC COMPANY. COORDINATE WITH T1 E ELECTRIC COMPANY POOR TO DID. PROVIDE 39/0 04 TWW a AS, OU N 2' CONDUIT OR 3 94/0 AL, TAM ♦ 1% CU N 2' CONDUIT. (CONDUIT TO TERMNATE ABOVE &OWIT • ovEF* ANGJ 0 00h16MATICN BEIUNICE D18CC1,11,e07 OWITCN AND ELECTRIC METER IN NEMA 3R B4CLOSISUIe 60A/2P Me TELEPHONE SERVICE ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 6O AMP )A40 VOLT I P 4AGE MLO PANEL CABLE TELEVISION 6ORVICE WORANCE EOUIPMmt 1 "4 CU SERVICE GROLFD CONNECTED t0 CONCRETE ENCASED FOOTER STEEL PER: ELECTRICAL PROV16ION6 OF THE FBI= &W EDITION (]01T) &W' DIA X & P LONG COPPER CLAD GROUND ROD 1441N.RONALD REAGANELVD. LONOWOOD, FL 327SO PH: 407-774807E FAX: 407-7744078 www.abtle oWoup.com AA #: 000332E SOaDiv. to two SILVERADO LOT #6 BLK. #7 nO T# 071 MODDIa 4EBB "1828-CALL" GAICAUDZ ISITIENM LEFT PAOIM ELECTRICAL PLAN 150 MPH EXP. B vP X AM A ABOIICWACRA AR NO 9 37= j DATEk 1/17/19 dCw t 1/4"=1 -O" s E1 I I I I I I II I I I I _ I cc ___ 9 I _________ __________ Fill IV I II I i LL IIII i 0 u __� ---- -- -O -- m I it j 0 II I J. _ 12' VTR KJTC44EN ON K uu 2. erg_ AUTO VENT 2� 1/?� 0 IL I _ �' 1 We 2, 1 V�2+j 21 1 1� L-----� LAV I I 1 . I LAV X4 � , 3 LAv I I I I I 3- s' Wa it 2 BF�F2 V2- g• 3. I I 2- WA6 ER 2' co f TO MArN PLUMBING RISER DIAGRAM I I PLUMBING PLAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407.7744078 www.abdesWkgroup.aom I, AA M: 0003325 , anon, aummm a LOTS SILVERADO LOT #6 BLK #7 raon OT 4 8. 2-06071 MODEtu4EBB "1828-CALI" OARAOR sward: LEFT PAGO PLUMBING PLAN 150 MPH EXP. B AeOuc:ICPA AR N �� 1 DrRINT w1/17/19 wcALID 1/4"=1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT &WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL ISE CONSTRUCTED OF A VALUE OP NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FSC 61I4 EDITION (201'U MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL W CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C 4TI&Y OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. FETAL. OR OTHER MATERIALS AS PER FBC BTH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING SATHTU86, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WItH PBC 67W EDITION (20M) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED SAT14 ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS &WALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR BALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND PBC 6TH EDITION (201) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIPRUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM AIR SUPPLY AIR HANDLER—'_ EVAP.TRAY-- SCORIATED NICKEL BRONZE FL. PL. BRA66 PLUG INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT L9 PASS-THRU AIR GRILL NOTE. ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO COW_ W/ (2)-3/I6'X2' TAPCCNS UNITR SIMPSON US ROLL STRAP OR EQUAL EXTERIOR WALL AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CdJGRETE sSXI 1/4' BHT. MTL. SCREWS SUCTION AND LIQUID REFRIGERANT LINES CONDENSER UNIT CONNECTION TO PAD EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE � PVC SLEEVE TO LINES BELOW SEAS t REFRIGERANT LINES TO RETURNN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER PBCR 67W EDITION (20P1) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS PN. FLOOR OR WALL FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED .I 6249V-K JOSAM 560M SERIES NICKEL BRASS TOP P.V.0 OPT[/SPEC nFL00R SLAB CLEAN -OUT (TY COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-6'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED I EXT. GROUND CLEAN -OUT (TYP EM MECHANICAL PLAN SCALE, 1/4 . 1'-0' NOTE, ALL MECHANICAL EQUIPhEeNT 6HALL ME INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdesWWoup.eom AA N: 0003325 J 8111111 anon, Stnl DXV. 4ti R,o1Y SILVERADO LOT #6 BLR. # 7 P1tOJSCT 4 8.0- 7 1LoDW, 4EBB "1828-CALL" GA3SAGS OVU03 s LEFT 1]PAGIM MECHANICAL PLAN 150 MPH EXP. B r 1/17/19 M 1/4"=1'-0"T M1 2X4 TOP PLATE MAN PRE-FA B TIiU88 V2' CL& BOARD FTrA OI UV.7 IN TIONS SUPPORTING HUNG PLUMBINGES AND WALL ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' OjC. 46 TYP. INT. WALL NON—BRG. Dl SCALE, 3/4'-F-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSUU ON a' OU>D. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENYs TRUSS TojA4.. 2x FASCIA PERELEVATIONS u3.11�-3 Z= V2' THICK, 2 COAT PORTLAND CEhffNT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR- j 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- s (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM Dl SCALE: 3/4'■I'-0' /S' GYP& "I 80A OR V2' HIGH STRENGTH CLG. 005� PER BOARD ELEVATION SEE ENERGY CODE FOM16 RJ6 I, AVON R-VALUES REFERENCE STRUCTURAL PER ELEVATION IF R-4.1 INSULATION —� WINDOW ATTAC4*IENT �AS PER MANUFACTURES UREB SPECIFICATIONS I REFERENCE STRUCTURAL bd P.T. FURRING —� STRIPE • 24' OZ. a, cm 1/2' GYP. WL. BD.—� WOOD BASE —� n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.L1 ON 0.8,15. SHEATHING OR}•CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU66 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. FLR a 1 ... . B TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL ((2)OLAYERIUNDERLAYMENT SYSTEM SCALE, 9/4*0-0' IS REQUIRED. FOR ROOF SLOPES OF 4,12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4069 TYPE Iv, OR ASTM D 6151 ro O,LL LIPS :ineKararowwLoa cm 110=1111AN /-2BN GAS LINE THRU BLOCK FIBERGLASS OWN40LES OVER 090 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R60b.L1 ON a, 0U3b. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PoRTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' cm 1'-0. TYR s GARAGE DOOR JAMBS D1 SCALE: 11/2'-I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ 67 PSACK AT ALL UPRIGHT PER STRUCTURAL DETAILS PRE-ENG WD.TRU66 CONT. 2x RAT SECURED MR-/� STRUCTURAL DETAILS J/ SEE ENERGY CODE FOW46 FOR INSULATION R-VALUE6 PER ELEVATION \ 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ..A. a. 4: n W/ WINDOW OPENING ti R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ux2 P.T. FURRING STRIPS 0 24' O.G 1/2' GYP. WL. BD. WOOD BASE .L It FIBERGLA66 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.LI ON J, 0.6U6. 614EATHING OR }' CDX PLYWOOD SECURED PER 0, FASTENER SCHEDULE TYR MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRU66 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Q. B TYP. WALL SECTION llf NO OPENING (1)1—STORY GABLE BLOCK WALL l SCALE, 3/4'0-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosoWoupcom AA#:0003325 sysniv as Loan SILVERADO LOT #6 BLK. #7 P2ROJWT 4 z— 71 MOD=, "1828—CALL" GAXAGN BlTfDak LEFT PAG$: DETAILS 150 MPH EXP. B I��■��ii�m■wIJ ® \L»eCM 2.4 ON-"' FLAT TO OINK w CUT NAIL& eDEe zxd oARAOE DOOR Mucx IW Gi, ® JOW A -MOLTS 4' ereEDMIENT MIN. IUV 2W-% W"WER AND MR SPACED BADLY PROM FLOOR TO Q,ARAM DOOR WM N JONM PRIOR TO PILLING. I-276 PT mom • coo" A ® DOOR HEADER WKV VXW J-MOLTS r EFbL#ENI W, 214WW WAS MR AND NUT. ® 160 I�C.ORD O MANFAMI ERM NSTALLATKIN MTRICTIONS UFEIE SUCH NSTIWCTI" ARE MORE 6TIM428W GARAGE DOOR T BUCK ATTACHMENT \QVrw a- 8' Q'TU !A4 DRYWALLX4' OR 1-4' P.T. NAILER P.T. OR %'X4' MIN. BECAME THRU PRAMS 4 EMEND IYi INTO BLOCK D W/ V TAPCONS (MIN. SHANK SIZE .Wb MIN. HEAD SIZE 300 MIN. EMBEDMENT WA WITHIN 8' OP EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACa TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED ).) DOOR JAMB TO BLACK +3/4 OR +5V4 K + +51 A SC E, N.Th. 2X4, m SECURE TO BLOCK W/ Il(s' TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT iYi ) WITHIN W OF EACH END 4 IB' O.C. MAX SPACING. 2X6,® SECURE TO BL W/2- ' TAPCONB(MIN SIZE 145 mff,L HEAD 61Z060 MIN EMBEDMENT 1 Yi ) WITHIN W OF EACH END 4 6, CM 18' OZ. MAX SPACING YA' DRYWALL 2x8,® I'X4' OR 1'X2' P.T. NAILER SECURETO BLOCK W/2.11(s'7TTACH CASING (MIN. SHANK 61ZE .Wb MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Yi) TO 2X PER WITHIN 8' OP EACa END 4 MANUFACTURES DETAILS. 18' O,C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 yE,.wa A H CP + - 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .W5 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y") WITHIN S' OF EACH END t NOTE, STRUCTURAL 2X 18' O C MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED TH111101.13114 SEA PTO BLOCK W/T-Wb' NON-STRUCTURAL !(s' (MIN. SHANK SIZE JO EMBEDMENT MIN1440 MIN. HEAD SIZE 300 EMBEDMENT INTO M9LOGC MM. EMBEDMENT IV) ' CMU WTHIN 8' OF EACH END t 'DRYWALL 18' Or -MAX SPACING. a�.XWORIW'P.T."LIER 2X8,mSECURE TO BLOCK W/2-2J(s'(s' TAPONS CDOOR CASING (MR SHANK SIZE .10 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EM■EDMENT 1 A) ATTACH TO 7X PER WITHIN 8' OF EACH END < MANIFACTUREB DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +1-1 18¢• C SCALE, KT$. 2X4�m SECURE TO BLOCK W/ �(s' TAFr." (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Yi) UT14H 8' OF EACa END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MAT BE ON OUTSIDE 4 2X6, SECURED THROWN SECURE TO BLOCK u7 Il(s' NON-STRUCTURAL TAPCONS, TAPGON MIN. I Y4' (MIN. SHANK SIZE .Wb EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 6, cm WITHIN 8' OF EACH END t x, DRl'UNl.L lb'O.C. MAX SPACING 2X8m ❑ 1'X4' OR I'X2' P.T. NALER againTO BLOCK W/2-%, CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIT'L EMBEDMENT 1 Yi) TTACH TO 2X PER WITHIN W OF EACH 4 MANACTURES DETAILS. MANUFACTURES 16' DG MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +2 ��4" inl •DNDOM TO BLOCK +2 14- L . 2X4m SECURE TO BLOCK W/ Il(s' TAPCONS (MIN. SHANK SIZE .10 MIN. HEAD SIZE JIM MIN, EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX 8PACING. MUST BE ON OUTSIDE 4 SECURETHROUGH D SECURE SEA BLOCK UY2.11ir'TAPCON NON-6TRUCTURAL 3(s' 0*TO MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO 15LOOK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT 1 Yi) V DRYWALL WITHIN 8' OP EACH END 4 16' or -MAX BPAcW a 'X4' OR I'X2' P.T. NAILER 2X8cm SECURE FLOCK WV2-%* -DOOR CASING (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OP EACH END 4 ATTACH TO 2X PER I6' Or_ MAX SPACING, MANUFACTURES DETAILS. NM 4,M AONWCi TO •U MA*M ro0 NO WOM W DOOR JAMB TO BLACK +3" v's .. Vfl=V..T0 BLOCK +3' ��SCALE, N.T.S. 2x4m SECURE TO BLOCK W1 i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING MST BE ON OUTSIDE 4 2X6, SECURED THROWN SECURE TO BLOCK W12-OW NON-67RUCTURAL i(s' TAPCONBIMIN. SHANK 61ZE TAPCON MIN. I-),,* 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 6, Ct*v WITHIN 8' OF EACH END 4 Yi' DRYWALL IS' O.C. MAX SPACING. 2X&, ❑ I'X4. OR I"' P.T. NAILER SECURE TO BLOCK WV2-V 2ND 2X SECURE TO TAPCONB(MIN. SHMK SIZE 6TRIJCTURAL MEMBER µ5 WVl2XJd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8. O.C. MAX MIN. EMBEDMENT 1 Y') --DOOR CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTACHI TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" F +" 2X4m SECURE TO BLOCK Wbi TAPCONS(MIN. SHANK SIZE W MIN. BEAD SIZE JIM MIN. EMBEDMENT 1 Yi) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6,® NON-6TRUCTURAL',b' SECURE TO BLOCK W,4-1/4' TAF'CON MIN. I-Yi TAPCONB(MIN. SHANK SIZE pMENT INTO BLOCK 145 MIN. HEAD SIZE 3" , �J MIN EMBEDMENT I Yi) DRYUTALLWITHIN 8'OF EACH END 4 18' O,C. MAX SPACING. 11 P"',4' OR I'X2' P.T. NAILER 2xbm SECURE TO BLOCK W/1-1/4' Ws' O$D. X 4' MIN. TAPO" (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OG MAX SPACING. MANUFACTURES DETAILS. mm OM A4Nomp TO PL" jow nw NOf Otl'm DOOR JAMB M BLOCK +3-7/I6" G , N.•T .TDBUICK +7 2X4m SECURE TO BLOCK Wow TAPCON6 (MIR SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y4') WITHIN 6' EACH END 4 NOTE, STRUCTURAL 2X B' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2x6m SECURED THROUGH 6ECJRE TO BLOCK LLVI-V4' NON-6TRUCTURAL i(s' TAPCON MIN. 1-Yi (MIN, MINL SHANK SIZE J45 EMBEDMENT INTO ELOC.K. MIN. HEAD SIZE 3" MIN. EMBEDMENT I Ys) 8' cm WITHIN W OF EACH END 4 Yj' DRYWALL w O.C. MAX SPACING. ❑ 1'X4' OR PX2' P.T. NAILER 2X84m 6EC1RE TO BLOCK WA V4' ' P.T. X 4' MIN. TAPCONB CASING (MIN. SWANK SIZE J45 MIN. 14EAD SIZE 300 CT=TAC44 MIN. EMBEDMENT Iyi) JAMB OR WINDOW WITHIN 8' OF EACH END t TO 2X PER 18' OUC. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +9 V" H *jo K + 4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosWngroup.com AA #: 0003325 foulwiv. a Lo-n SILVERADO LOT #6 BLK. #7 lLROn=T 041 8. 02 6 7 monz1f. 4EBB "1828-CALL" OALK:AGZ 81FINM LEFT IPAG]k DETAILS %J50 MPH EXP. B �DATM 1/17/19 QCALM I a!3■ST D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TIES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MINIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6 16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2029 FL 5678.14 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12 3112038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 1Z/31/2036 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 1Z/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FOCR W31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 159.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA 4: 0003325 g Qi b 0 h 3 str�r ae :.oar SILVERADO LOT #6 BLK. #7 p 4 2�016 7 a�oDais 4EBB "1828- CALI" GA3RAGs swDFG- LEFT PAGIM PRODUCT APPROVAL LISTING 150 MPH EXP. B PRS95Oprim CONTROL JOINT PLANOE OF CONTROL JONro Td EE WPM TIED TO LATH • S' OC, MAX f VSRT.A NOTE, DO NOT PASTEFI CONTROL JOINT TO WALL EVEN P STUO EXISTS MEYO D EXCEPT STAPLES UV SICURE CON ROL JOINT USED Tom• DIR34S INSTALLATION -� P TO ER SPAt • 1* OLO= . H T1AX VERTICALLY J' TMIOK 3 COAT CEMENT PLASTER OM LAYER 9. PIORTPISER Mo3.DNS PAPER APPROVED METAL LATH Pb1EED 411' (VSRTJ O.C. MAX AT SUPPORTS UM LAYER 9. STUCCO WRAP WOOD SMSATHSY• r TO l• LATH SMALL NOT °ir )TrL ME CON 04JAUS •• T� •• ••'l'� •• nr TWROUW CONTROL \ JOINTS MUT SMALL NE STOPPED AND TIED AT EACH SIDE. PER ASM CIOS3 PLANED 2X4 MLOOONG MAT1Jo14 PLACED AT MAX, •' S• TO \ PROM CONTR01. JOINT WHEN CONTROL JOPALLS ON JOINT PALLS STRJCT RAL STUD AS79MM POR LATH TO HE NAILS Oft STAPLES N C40 PLLAMM UV ASTM CW63 L WPM TES TO ME (NO. S) 00410' WINE 3. MLOCXC 4 SMOM MAY ME N ADD( \ TO WALL STUDS RIMMED PER PLAN T OL HOLD NYMD • ti. A O I AV. A wwo A L CILRAr • R.0 &CLAN •PLO OL FOLD NMAIta • F2 A L CIe.14a • A. ■ ® ,row L41Y10•PLA L aNAN • FT. E •. aNAIN • wr. C ♦ 110.E ter. O XMSR F?. • tN' r 0 R.04mm ti''""R uHTM TgIR 46AL PAP. 02 Not a". iT THICK 3 COAT CM MM PLASTER MOGA M T CAT CMIP f.L.A•TM/aw NOS LAYER 4, FOR. FROM SUILDNS PAPER mmm aiT) WINE, LATER % STUCCO WRAPagwe MLY) TALL PLAN" X.wr RAOw /4110 N•TAu KrJrO1M AT PIOTTO)'1 Q A.1' Or A NrLRRrgrrN• APPROVED MWLDNS URAP SMALL US LAPPED A MNKM C► S' • VERTICAL LAPS (ROLL DOS) 4 S' • HORbONTAL LAPS. ALL SLAMS NEED TO ME ED fi/C xr nXL LAP . MXErTAP MTN FORTIMER "ATMND TAE LATH VERTICAL LAP TO INS I' METAL LATH URS LAYER 1 STUCCO WRAP \ ��4Y PAPER inxTe/ / ® KICKOUT DETAIL IMTM TWIT OAL (@" on 4CLDRR C war art) r NN uTw LA'• A• ortw KLLM LAPS OF METAL PLASTER MASES SMALL ES SECURED TO RIfAMNS TEPlERA THEY SHIALL ME TEo EETWEEN SUPPORTS WITH 004.5-N (171-Mn) WIRE AT HTERVALS NOT MORE THAN V 4`225-FMA b PER ASM CI063 1AL MR REPAIR OP TEARS N U NIS LAYERS, TEARS MAY ME PATCHED WIHIOIlE URM TAPE PER MANPr. SPEC. CR PEEL 4 STICK WOOD &HEAT MULCH PAM P enxu APPRROVED WOIME WRAP. PLASMM M ExTE4u - P" r 0LESS PIPE EI PS:TRATION CUT AND OVERLAP ONE BIDE OF / SELF-ADWERNO MEMBRANE --J FLASMNO STEP 01 j• THICK 3 COAT C PIE,R PLASTER METAL LATH Wlm LAYER 4, PORTIeSM MWLONS PAPER *STALL PA M*M fCLPS, WOOD SMEATMHS STRAPS, STAPLES)AS WJDQlfRED TO SECULARS I PPE/ WIRE TO PIRAHM WOOD SHEATHING OR CMU UIRB LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 7 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER T�nnFnMel -L SCREED 5'X5' 'L' TYPE C0NTNUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) cL CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T,B. 00 LATER 4. PORTFlMER WJLC* S PAPER PETAL LATH SSaS' SSLP-ADHEFMN6 P@lRATE MASHSHti OAT* 4'A4' SELF -ADHERING M IER" FLASHIM OVER APPROVED 41X4' SELP-ADIERMI ME'bRYffir PLASWNS OAR APPROVED MOUSE WRAP. aAEHPNr m exrsu oNTe PIPR VP C4W. BEAD DO SEALANT INSTALL APPROVED MOUSEERAP AR NILTRATION MAJOI ER OVER SIEAT14*0 SECTION PER SECTION �Tg�T ShSorYSS10aIW dr.WM EYterlor use o/ PoMand cemer4 vl.a.r shallcomplywith a.. rpWlemenle of ASTM C U2&1 2612A. Installetion of exterior Wig and frun shall comply with ASTM C 1063-12A. AIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER-•-•-•- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE : METAL LATH: LATH TO BE PER SECTION R703.7.1 / ASTM C-541-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.and esigngro up.com AA M: 0003325 anm�, wLTSDIV G LOT. SILVERADO LOT #6 BLK. #7 PBDJl e-A 04128.002-06071 MOD=- 4EBB "1828-CAI I" GA1t"M SWUfM LEFT ]PAGft WALL ASSEMBLY DETAILS %150 MPH EXP. B L - AR NO 90723 A DAT1` 1/17/19 8CAi11b 1/4"=al'-O" WA1 BACKER ROD INSTALL V SELF -ADHERING hRhmRAt.R PLAS14MG OVER TOP, 6IDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF T1 E EXHAUST. SECI1e`I's OF FLASHMG TO DE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO OE SET IN BED OF SEALANT AT TOP AND SIDE& ONLY. SEALANT 16 TO BE TOOLED 60 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 ALL AROINDS, Y4' CAULKING * JOINT PER SECTION RMJ Extufor Istltan➢ and pYatedno Exterior use of Portland cement plaster shall comply With the application requirements of ASTM C 92612A. Installation of exterior lathing and Tnaming shall comply With ASTM C 1083-12A. WRB LAYER -1, STUCCO WRAP HOODED VENT i• THICK, 3 COAT CEMENT PLASTER METAL LATH UPS LAYER -2, FORTIFIBER BUILDING PAPER WOOD 6HEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 'M, 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-841-0% MIN. 25 LBS, PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMAN.F. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES FB DRYER VENT (BLOCK) BUIU:IM PAPER OVER 'MIC K FLASH• I— PIPE THROWN WALL 6' SELF ADHESIVE— FLA6HNG (INSTALL PER MANIA SPECS.) BUILDING PAPER — UAIDER 'QUICK FLA6H' A VENT PENETRATION SCALE% NTA. ELEC. METEF VERIFY LO 270* Z r`-VLIVr.. STUCCO SCRATCH COAT 4 1 COAT OF PAINT WRACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I 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 C'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 IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER sl, STUCCO WRAP WOOD SHEATHINCs APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN ENTERS BOX, APPLY TO FAi EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC %Y PPP _t Vr � fit• WOOD SFEATHING W IS LAYER q, STUCCO WRAP WRD LAYER 4, FORTIFIBER BUILDNG PAPER METAL LATH PATEN TO WOOD 6TRJCTtRAL MSMBER • 1' OL. MAX V TO Jr A0411116" PLA WING, CLEAN MASONRY OEPORE APPLYM! V FNIBN a MA60NQT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a• WRS LAYER al, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHERINCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER STEP *1 STEP *2 tT �� WRB LAYER 01, STUCCO WRAP APPLY 60 MIN - GRADE •D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 ® [MEMBRANE LNG �- WRB LAYER 82, FORTIFIBER BUILDING PAPER STEP *4 ELASTOMIERIC COATING OVER STUCCO/ C.V. FINISH (BEE TYPICAL WALL SECTION) METAL LATH STEW *5 STEP *& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W ww.a bd esign8roup.com AA M: 0003325 Fla— I -ill AN 11 sTSLLTIV, IVERaAs DL O #6 BLK#7 PR=T 0M100-060O7 T 1 DIn 4EBB 8"182-CALI" AAoms7IZTG. LEFT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B 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 - - - - - k 2 1/2' k COMER BEAD (FASTENER s SPACING * l' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R1CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 . iiiiii 0111111 ammo SILVERADO LOT #6 BLK. #7 PROJa=Tip 4 28. -06 7 1[ODaIs 4EBB "1828-CALM" GARAGM 8VDr0k LEFT PAGW: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (PORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING YY OD 811ATi7M6 WAfllR 11lSISTIV[ EIAMMER, WATATa MSMTNI LAMM ` I ueAt1 eR IQmml STARTM 67" / `� i MA�RR I�LL'SISTIVE MISM LASWINS ILRIJ6 "V'D METAL "V'D METAL ' —' _ '_rLASW►b W FLASWINS CAfifth 'u�boo`nar°�ULATaDD ` �� AL Ck#P YLCAIIKM \\ / OR APPROVED SEALANT Tt.. SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 NO amm; aum , IATs SILVERADO LOT #6 BLK. # 7 rsoamQTTp 4 2 .0 - 071 woam>rs 4EBB "1828-CALM" GARARim NVU90: LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B TEXTURED \\ PHS41 • WOOD, // I/2' TEkTUIft'D •------ - - - — -- - - 2x6 SUB-BANb PMIEN • CM W/i'x4' NOTCH • END, WRAPPED IN METAL LATH —� - -- T FEEL t STICK METAL FASCIA WRAP "ATHING oRWG cm N, 1" DRIP EDGE P\ URB LAYER STUCCO WRAP (FRAME ONLY) I \ WRB LAYER 42, FORTIFIBER --------------- ----- I I TEXTURED 1 \\ BUILDMG PAPER Rlw a ONLY/ FINISH IS WOOD i \ 2x6 Sue BAND cEr�ENT I I/8 1/2' TEXTURED \ FINISH • CMU I \\ DRIP EDGE METAL FASCIA \ WRAP)v FROM \ STUCCO, I' FROM \\ ' WOOD WALL \ \\ EXTERIOR WALL \ (FRAME OR CMU) _ \\ In_t L \ \\NOTE : NOTCH FOR 2X6 \\ SUB BAND ONLY \ � METAL KIGIC OUT FLAN E3 —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) \ r j1/8' TEXTURED FINISH • /WOOD, 1/2' TEXTURED \` _ /FINISH •CMU 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -SAND W/WX4' NOTCH o END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x x x x�5/! 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 I: 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 ,max x x x x SUB BAND DETAIL @ WALL W/KICK-OUT �ME OR CMU t 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/U61x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T 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 WAO 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK +ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAflAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 amm. av>�sv e1e soaa SILVERADO LOT #6 BLK. #7 Fll j=Tf% 04 .0 2-0 071 acoa� 4EBB "1828- CALM" GARAGN 81rUa : LEFT PAGO WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DATM 4/17/19 scAum 1/4'=l'-0- amocrr WA6 39'-6" 3'-4" 15'-10" — 1 — — FM-12X12 — — — — — — FM-12X18 — • 1.1 I I 4" CONC. LL I SLAB F-24X24J O a 4:3 112 r I 10 .1 EXTEND FM-12XI8 1 SLAB 1 1/2" 1.1 I I I . A SLAB I I •I I I I XI • LLI I I• I 4" PVC ' I CHASE Is 1. TE-1 _ • I;=' 4 5 112 4• I 17'$" 2' 8" I 3'-0" 5 .•I I I ' ILL o N I I EXTEND 1 . I 2 SLAB 1 112" I FM-12X18 m 1� 4" CONC SLAB � , I 3'-4" ILL IN o. +3 112 1 7 12 i z ---� MC-12X78 FM-12X18 FMC-12X18 FIM1af12 L _ FM-12X18 1 4 4 2'-8" 2'4" 3'-10" 10'-2" 21'4" 4'4" 14'4Y" 39'$" FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +•0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +•0'-0", SEE SURVEY PLOT FOR NGVD. 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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.MNOCATED #5 BAR, INDICATES A8 BAR, NDICATES #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 In = 30", f18=38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. 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 S) 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: Pm= 1,500 PSI, TYPE "M" OR-S- MORTAR, ASTM C476 GROUT(3000 PSI), UNITS LAID IN RUNNING BOND. I& WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WVWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Bttl EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS Bx8 W1.4-1.40VER GENERAL 3 tIT B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARE 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 TE-1 8" SEE PLAN I 10' - a + T-v' FM-12x12 17' IT (2)*V. + -0' FMAZ118 ,CONTINUOUS CONTINUOUS 18' 2 #5'I FM-18x18 18" CONTINUOUS 18" - ( ).S. FMC-12x18 I? CONTINUOUS IV, O Ws VARIES F-24x24 24" 24" 1 s s (777. • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-174-4078 www.abdesWigrouµmm AA N: 0003325 1A ya O aysD:v. ae Lom SILVERADO LOT #6 BLK. # 7 r4 28am" —06071 MOD= 4EBB "1828—CALL" OAV.w: swixoa LEFT rwaM FOUNDATION PLAN 150 MPH EXP. B D TM 1/17/19 mcAxm-1/4"=l'-O" oilman si 3D" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING 84 GROUTED .E STEEL REINFORCING IN GROUTED [r[— �. � CELL SEE PLAN FOR SIZE AND g CELL SEE PLAN FOR SIZE AND •'' a SPACING REQUIREMENTS O SPACING REQUIREMENTS + �- v U N j 1 �.r . •r':�..—..'�-:._ ... GARAGE DOOR RECESS • N LY N - Z 8" CMU WALL O e"CMU WALL CORNER BARS, SAME SIZE AS BAR W W B• O -0' �I IN FOUNDATION WITH 3LP LEG EACH ID U b d WAY AT ALL CHANGES IN DIRECTIONS • N t0 4. TOP OF SLAB TOP Of SLAB •I I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS • '�,Ir..� CURB FOR EXT. PORCH SLAB a SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORV) #3 1B" SEE SLAB SCHEDULE TOP OF GARAGE"a. EXT. PORCH SLAB " CHAMFER CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE - 70, MASONRY UNITS SET AT ELEV: W/ 1YY' ISOLATION JOINT (WHERE ' a'� B' CHAMFER (2-STORY) #4 2q• W/ 1/2" ISOLATION" (1STORY) CHAMFER (2-STORY) UAND .: 01-0• APPLICABLE) z SEE SCHEDULE 3(r JOINT (WHERE#5 APPLICABLE) E SCHEDULE zWXD, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE 36 BAR SIZEY6 DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3<"=1'-a' 2 sCALE:34"=r-a' GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4"=1'-lT SCALE: 3/4"=1'-0' S ( NEW REINF. BAR O a SECURED W/2-PART 2" CAPPED a 5 ( EPDXY. M,N. EMBED GALVANIZED PIPE Q 81, LINO W/FLANGE ® BASE = p FOLLOW ALL MANF. SPECIFICATIONS FOR 4 N USE AND M " PREPARATIONOF HOLE. SECURE FLANGE TO Z04 w SLAB W/(4)1/4" X 21/4" TAPCONS 4" CHAMFER (1-STORY) 6" CHAMFER (2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3/4"=1'-l1" SCALE: 3/4"=l'-0' STEEL REINFORCING IN GROUPED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS z of W U a 0 0 N O 8"CMU WALL M ? TOP OF SLAB SEE SLAB SCHEDULE z z ISOLATED" COLUMN PAD CENTERED UNDER WALL AND =�-? POURED MONOLITHICALLYWITH T� — — FOUNDATION AND SLAB ° SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY * COMBINED EXTERIOR MONO- F00TING AND COL. PAD 1 0 SCALE: 3W-l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 "W.abdesWngroup.wm L AA #: 0003325 , anm� si sniv as Lo. SILVERADO LOT #6 BLK. #7 rma w' 7 acoa�a 4EBB "1828—CALT/ GASAos sWnM LEFT PACE: DETAILS 150 MPH EXP. B R00ft A. ABOUCHACRA L_ AR NO 00723 DA1/17/19 scALM 1/4'=1'-0" wall= S1.1A DOWEL PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA k: 0003325 , suimly & w'm' SILVERADO LOT #6 BLK. #7 FROT 04 2 . -060 1 mops, 4EBB "1828-CALL" OAVAos OWINOt LEFT PAGI DOWEL PLAN %150 MPH EXP. B IDATM 1/17/19 SCAXJk 1/4"=1'-0" s1� s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK -GROUTED BOND BEAM a.. .., .' I w In 'p CLEAN OUT REQUIRED FOR INSPECTION 'A 'a :.. I . TIFTVERTICAL REBAR .` S ! TO HORIZONTAL 4.: REBAR Wl 10'HOOK BAR SIZE 148 BAR DIA Z W #3 18" > U #4 #5 24" 3ff #8 38 HORIZONTAUVERTICAL #7 4r REINFORCING SCALE: 3/4"=1'-0" #5 BARS ■ ;I - El 8" eo 4 �>k CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4'-V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwzbdes(g grroup.com AA k: 0003325 b 0 O 0umIV. a M'm" SILVERADO LOT #6 BLK. #7 P1tOJ�QT 4 28. 0 -06 7 MODZIA 4EBB "1828-CALI" 0A1%A0Z BVrDgM LEFT PAGE: DETAILS 150 MPH EXP. B aA� OCALM; 1/4'=1'-O" ssveNr S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W7(9) 1Dd x 112" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NALLS, WOOD TO WOOD: USP RT18A OR LUGT2 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 PLYV4000 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. 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 WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN MATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 7/8" LONG, VATH WASHER Q 18" 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. 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.=THROl1GHOUT MARK DESCRIPTION (a%0 WigZE , REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 BXB (1)85 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFELATERAL LOADSFOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS eM SAFE LOAD - POUNDS PER LINEAR FOOT 0 SAFP LFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH himM,sa WON MMw ePaM V" M4eas TYPE LENGTH BUB RCMU TYPE LENGTH ~ ~ M11,T Mum eFfe4T Msm ~T ram 4Pa•,T ra4.v rJN: MMm IRi1T easel BW ma Mnu mmis Mon wame MM4s worn (47) PRECAST 22J11 m m m e107 BM m fem 8'4Y (42') PRBCA9T 102b 103t 1898 3'd PRECAST Mill Mill m as Ma m Ma MI248' m 4m ern as MN um 11# m aM 4m MM ew fea 41W M PRECAST 1988 M7f an m 4m MM 4'4T' (4r) PMCMT M M N99 410 M P ,m m m m 4ae m MM m Am Mn tea eon afe4 ffm 1# m m m 4M0 m een 4-0 (647 PRECAIT 18W Will as =m 4# m am PRECAST 892 891 1072 418' PPECAIi' ,MI, an will,m 40n all an 21M 4# Mn MY MR im ,ml ,m m MM will 4# 4141 am 8'•4' PRECAST 1217 !M 1m mm 3-M m 4w !-4' M7 PRECAST 411 411 748 BJ' (84': PRECAST o n , Mo.M m M 4m f# eMo M7M7 ,Me 17n mM m m am 4m BL70' 007 PRECAtR 1082 11M tfn MM m m m m 6.10' (70') PRECAST 210 889 MB 6'40' (70') PRECAST # m MM m 41M tm =4m n m # ,# m m eM m MM la' (M) PREOW m 1m a,a I m sum" e7M aM m, " (►r► PRECAU W m 40o VW (In PRECANT m aM f# M77 am MM m Mr m ,4M 1m m WE aM an r4A 01 PRBCAST T43 mf ,Ta m MM m MM m r&' On PREL'AST 4W 824 282 r8 MnPWCAST fa m m mf "a aM m mi eta 7J7 na as I m m as m as' (tin PREGBT Qf4 # NM 10 m m m m as' pill 12PIBCJ BT 2M 82 1 220 94' (,1Y) PRECAST M, m 1 i MM m ,eM na m m M+ # ,# I ,# +# m m 19V' (,� PRECAST aB 'Mm na m vn 2M m >a� h#) PRECAST 2M 4m ,e9 tar (H8� PRE4716T m a< m 1 a„ m ,m ma m 2m Me Me Imol m 1# m m 1/4• Mn PRt1CA8T mm m # nM ,m m *IV 4oM (,2r) PRECAST 2BD m 784 114' n2a7 PR£CABT 4n m m tm m ,m # as I# m ma Mill,14' 4" m 1aB. tm 1# two Ma 12'a' (1"') PRBCABT 387 # m 1M4 UN m m e4M , (141� PRECAST 264 402 137 12-07 (14h PRICAlT 4n 40 m m „ , ,m # # 1M4 M4 MM m m pe m IM 1# 1M m (i� PREC/18'i /7/ ii ws ,4a ,# m m (1807 PRECAST 2,7 324 110 18'•! (18Dy PRECAST 4n Me m 7M a4 f 4H 1M /m /4a ,M m m m 4M # 1M of 1 MI` 14'-0' (18n PROCABT 27'9 4a 7M nM IN ,m zw m t4V' (1989 PRECAsr 2.ae 292 too ,4W' pee9 PRE(JWT m M m 7a # 1 ,Me 44 m 1m f# 1m Ma m - m as m - ,m f , ,Mr W4r (178') PR N.R M M M M M M M 144' (171M PRBTIr0 W NA 214 91 1fd (1T8') PR�IIE#® # # # # Im M m m M. 1 m m 1fa tAl m ae tae f# m M17 1Dn W-e nsn PN N0. M M M No MM 18W (1N') PRIG NA 21N 82 me (Im PREBTR m m # Me # m Me b m # e17 1 tm 4n ra m 1# mRNR m tr-4 0>m') PRLEIREBB® NA M M M M 174' (288y PRl'2T NR 191 N /r�4' (288y PRBBiRlBB® ,M m mMe 4M m m m , # tat M! ,mM m eM # nee M IMa 194' (282') PRBBIRMBBO NR M M M M 'Mn PlB7gEM® N.R 14B 82 794 Q&2') PREBIRf n! 1Mmo # # 4a m M7 M, W 1 M tM #m 7MMIT 1# ITa C488� PR2391RE80t3D RR M M M M M Sh4' S2E8� ►RBt eLR /28 @ 2t4' 0>� PIIE7R996D ,M M! m m m mM M 4M m M214' # # # 11% /Ne 91'4T P84') PR» N.R M M M MM ��� NJ! 118 40 570 pE4'1 P 1n MI_ m M # # m m # m m m m # # 7N ,ea nM W4r O>8n PRWntMM NA M M M M M 2w �.) PR MA 91 88 24o mn F,B21111NBBD 7a # Me m 40 4M m 4M 71Y M we # m mi 1m (#) THE NUMBERS IN PARENTFESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (e) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUES TAKM FIIOM NAPE LARD TABLES' BY GSTCREM MAY 2D15 ®(DON • PRECAST PRD=U lY 0YH=701EETOR EI00®VALUBB BTATEDABOVE -ALLPRISOABT PRODUMS ARE TO BE WTALLE') PERMAMIPACTUMB SPECIFICATOW • PROVDE M9WM(1MC OP BEARMOPABT EAd, BIDE CF 1NNDOW OP@IM48 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTELRETE DIVISION ACCEPTANCE 4: 1"128.03 LIFT BEAM PLAN SCALE: 1/4" - V-D" F i oarADO #6 #7 7ALI"wn PAGa: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-O' �. 0\�' o 8� 'o Goa PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2, IF BOTTOM STEEL IS REQUIRED PLACE 45 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. S. SHOULD THE DOU84E BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM. COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. O0 F = FILLED W/ GROUT U = UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE NMINAL—� 16-1T/1�/cB O HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT *OF #5'S, BOTTOM THAT XFXX - 1T/1 M/08 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST•3149" a WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 11/2"=1'-0' TYP. 8'k8" 611 1*6 BOND BEAM 1#5 TYP. 8'k16" `gyp BOND BEAM 8x18 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM T P W/(1)#5 BAR .1�, BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OFBOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL VW (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3(16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-19' EMBEDMENT 24 (MIN 2 X 3) 2J/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 19' O.C. MAX. MIN EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE .300 MIN EMBEDMENT 1 ZX4 SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING VW 18" O.C. MAX. MIN I-114" MIN. 2-12d PER SLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=I'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.00m AA 0: 0003325 sumxv. a L/oTs SILVERADO LOT #6 BLK #7 pmoawo 41 —0607 moDau 4EBB "1828—CALM" GARAGa NWINGs LEFT PAGI DETAILS V. 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 WW (9)10d x 1 1/2' HDG NAILS. SMALL JACKS < 9' MAYBE NAILED WW (tO)dx 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT1SA OR LUGT2 W/ IOd 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 AFG411 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. 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 PTTO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8$38, A77" ° x 2 7/8" LONG, WTH WASHER @ 18" 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 LES SHALL BE FABRICATED W/ A 2x8 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 ALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WW (2) 18d COMMON NAILS 8 SECURE TO SM. WI USP HLPTA75 USED TO t- 5 Q 3 BRACE TOP OF WALL. CY 1-PLY U: 4003 LBO G: 2284 LBO 1A I -PLY U: -1030 LBO 0: 2W3LOS 1A 1-PLY U: -W LBS 0.1071LOS - I mimim 1 1 �7 -- -- -- - xW - - -- - - 11 ATTIC I ' --ACCESS- - - - - r" L.�lj'3I� FRAMING PLAN SCALE: 1/4" - 1'-0" IM CJS 1-PLY G: 496 LES U:-145LBS CJ5 1A 3.1 1A I -PLY U1-m LBS O: 728 LBS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 sMODIV. & LOT: SILVERADO LOT #6 BLK. #7 Pilo T 04 2 .0 -06071 MODMA 4EBB "1828-CALI" OARAOZ agIIdOa LEFT PAO>es FRAMING PLAN 150 MPH EXP. B PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4)114" x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONE POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FL#175W # 1900 UPLIFT (2) USP B-(2) USP HTA78 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17880 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W9(3)16d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED WI 10d TRUSSES ® 24" 01C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1670 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 2" B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR SG1E 314"="0" al!,f-G-IRDER 3 CONNECTOR(S) SCALE: 3/4"=P-0" (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'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "N BRACE @ CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WM 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN EMBED. AT 3T OC MAX MAX. RE-ENG GABLE TRUSS SECURE GABLE TOM P.T. PLATE W/12d's 6' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2x4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED 10'-(" O.C. MAX SEE SCHEDULE FOR BOND BEAM REG. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS NOTCH DEPTH 1WD p ETERTHE USE OFALTERNATE MATERIALS MAY BE METERL. sTDO USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING NLY SPAN ONLYOLE EDGE>518" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEWSTRAP HAS q EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. ITSHOULD BE NOTED FLOOR AND ROOFTRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONSINDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTIBA (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WINOARE PLATE< 3/5'D D.L. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 S1/2"=1'-0' CALE: i ALTERNATE MATERIALS SCALE: ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAT(: 407.774-4078 www.abdesWngmup.dom AA #: 0003325 0111111 anon. aulmrv. At LN01't SILVERADO LOT #6 BLK" #7 O o'M 7 xoasu 4EBB "1828-CALI" GABAGR INITIMG: LEFT PAGI: DETAILS 150 MPH EXP. B 1/17/19 wc'&=:1/4"=1'-0" srflow S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 024"O.C. MAX FOR STRAPPING VERIFY SECURE 24 PT. PLATE TO BILK Wl TRUSS PLAN Wl 1l2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY e" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO W P.T. PLATE Wl 12a's S' O.C. MAX CONC. POURED LINTEL COURSE CONT, 2x4 SECURED Wl (2)10E's C EACH TRUSS TO BE INSTALLED 0; 10'-0" O C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 314"=1-0" U41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407.774-4078 www.abdeslg%mup.eom AA N: 0003325 anon, sumly. a w SILVERADO LOT #6 BLK. #7 TROn=T# 4 2 .0 2-06 7 moDzu 4EBB "1828-CALI" oARAos sward: LEFT PAGM: DETAILS 150 MPH EXP. B PRINT DATEk 1/17/19 ecALm 1/4"=1'-0" ImEmm S3.1B 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENTAT BRACE W/ (3)12d Q EA 4'-0" O. C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACETO COVER 6 TRUSSES)(1)-X' 0'-0" TO 30'-0" (1)'X' BRACE 30--1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY gTIFFBACK AT ALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL'FLOOR SHEATHING FASTENER SCHEDULE" SEE TVP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" C/C, 1.2 SECURED WT 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 1T O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE %1 GABLE END PRE-ENG'D TRUSS ( W/ HIP RETURN SCALE:34"=1'-0 PRE-ENGINEERED 02VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-774-4078 wwwAbdesWngroup.com AA #: 0003325 J LOTP 8,0SILVERADO LOT #6 BLK" #7 PllOjm 4 -06 7 MOOR t 4EBB "1828-CALL" OARAOX OWDMi LEFT PAG1k DETAILS 150 MPH EXP. B a MMIN DA1/17/19 OCAM 1/4"=1'-0" IME" S3.1C A oAazE-ENO F w ROOF WIND DESIGN PRESSURES NET(GROSS) ASC 7-10 ZONE 1 •8.97 PSF (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: II APPLICABLE INTERNAL PRESSURE COEFFICIENT+ 0.18 ROOF DAMN II"M FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WTH 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 Bd GUN NAILS E 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. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 210 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SWANK 2 1/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7118" O.S.B. PLY WTH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TO & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES w z9 Y Z U J Y 2 ro al / CD N W w N N O m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS RDF1F CHFATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING CI'd RING SHANK GUN NAILS B" O.C. IN FIELD' \ Bd RING SHANK GUN NAILS a 12' O.C. IN FIELD or 8d x 2 IlT SCREW SHANK PNEUMATIC SCREW -NAILS * 170. O.JN FIEbD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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: FBCR 2017, 681 EDITION AO 310-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 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 MERE 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 ANDITS 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-O"RADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 paf 20 psf TOP CHORD non -concurrent 10 psf BTM CHORD ­nwiTent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W/ W GYPCREE) 10 PAT BTM CHORD 5 p91 BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opef BALCONY LIVE LOAD 60 PBf STAIRS LIVE LOAD 40 P4/ NANO DEAD LOAD SPEED-10 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY ILA SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 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 ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS 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-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SUB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED T N- PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINK. POSITION SHALL NOT EXCEED 90 MUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBARSHWLL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUMTIONSI B FOR CONCRETE EXPOSED TO FMTHANDIORWEATHER 1.1fP FOR#5 AND SLVLLER Y FOR #8 AND LARGER C. FOR CONCRETE NOT EA3080 TOWEATHIR 3/4- FOR SLABS, WALLS AND JOISTS 1-1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE Mr. WOOD: PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE: TO BECHW E RED 3W. ALL WOOD FOR BEAMS, SEARI NG WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PIPE NO, 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEU DER ALL SIABSONGROIMD WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6INCHES AND SEALEDNAM AD ESNETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHATIVE TREATMEW. TO RETENTION LEVELS OF 0.25 PCF OF A BORATE � LSE DTETTRAPEDRAL FORMWORK: CORLROBORA E(DOT). WOOD FOR STRUCTURAL USE SHAALL 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 ORMORE. 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLMS' MINIMUM NAILING PER PBCR 2017, 8N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, O OTHER NON STRUCTURAL ITEMS NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTUIRALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2A STRUCTURAL LUMBER DN THE TV PF R3F C1Tf1¢TRII[:TIDN TFiFRF IEMR A(fArF DR AI I MAY RP RFDIBRFD RUTARF RV OTHERS SYP #2 VYELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SWILL BE SUPPORTED WITH T CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 v BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" MB BAR - 38" #5 BAR - 30' #7 BAR - 42" PROVIDE 38'■ 3W 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 WAIL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL 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. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL�PLAECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "TPINVECA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL.PLAECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING EARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES VVIAEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER MANUFACTURED IN CONFORMANCE WITH ASTM C 00, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM O TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLAWING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SWILL BE RESPONSIBLE FOR ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SWILL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL SE "USP STRUCTURAL COARSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VISRATON CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTCAL REBAR 8 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 ASS, Fy = 36 kel FOR ANGLES, PLATES, AND W-SWUPES. STRUCTURAL TUBING SHALL BE ASTM AL00, GRADE B, Fy = 46 k91. STRUCTURAL PIPE SHALL BE ASTM53, 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 WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE44UT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPUUTON 813E TYPE BPNONG RE.- N9LIGTON SITE TYPE ISPgONG REMARfB IIG ITFURRNO TO -E1wi0 .COIL I -TO G-E DOOR BUCX eEE DETNL BEE DETNL BEE DEt L BEE DE MASONRY ICONC. NAIL I WIT LpG. M43DNRYIOONL BOD.M..IXT. DOORS USE NMA@IEO LOA 8"OC WMDOWODORI fASTFNEO .-EODOR BUd( BEE DETNL SEE DETNL SEE DETNL BEE DETNL I. PT, BEE NOTES NN1112 LONG. SigWER® NTO AW.�NRVI�ND TO MA,9ONtYIWNC. wwoowaaL cg9ENARoeNEDcaA B•oc vnrvoowmaufASENEG METALSTR CONTACT THIS ENGINEER FOR SPACING 1•Pi. BEEfA)lEB NAIL 112LOND. STg00FAED INTO MA90lriYlWNC. MABIXIRY/COrRc REQUIREMENTS EM.BWINO DOOR (ZJ 3IISYYA "TgPNN iB OC Iirz"EMBED, B"END NON- -I 12° EXPNVSCN <"EMBED..1"END 3<°� BULKh PT, 9E-e NOlEB NO WABH6i FgSTNER DI9T.,112'EOGEOIBT WALL TO CONC.9LN3 WIWASHEA BOLT C18T., 3"EDDEDIBT hoWNOOW BI3Ll( 0.138°fAFv 31N` 9'OC a'END.-L.112 P STEEL WL.9ff WINNSNQR STAGOENED EOOE OL4T. NOTEe 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, 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 HILT XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPADING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. tz MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774'4078 www.abdostpgroup.com AA 0: 0003325 "I laZTaDIV. dt ><JOTi SILVERADO LOT #6 BLK. #7 [Pnojm=lP 04 02-06 71 4EBB HN1828-CALIHH GAJtA*X EVfD i LEFT PAGIM DETAILS V.J150 MPH EXP. B It