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I.- [i 99 1828-4EBB-CAL199 I HOMES 12602 TELECOM MRIVE, TAMPA, FI 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 ALL Vy®p K SNALL, comp ' CODES FLORIDA ®UIi.CJ1AIG CODE G NATIONAL ELECT REVAILING AND NANCES OF ZIEPH RHILLS ®RDI C EV"Ew DATE P ZEpjj_A O XAMINER • 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 .npM BUgam COD& WEI EDMON (=?) • AM 1=4 AND STATE (70D>[�4 -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 MPH Vend=116 MPH • EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AD]. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MIND"M BD. BOARD M.T. METAL THRESHOLD CL CENTERLRJE Mro. MOUNTED CAB. CABINET MIL. METAL SCALE CLG. CLEAR N.T.S. ON CENTER CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATS DBL. DOUBLE PLYWR PLYWOOD D.G. DUAL GLAZED PR PAIR DU. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R RISER DISP. DISPOSAL BAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL REFRIG DR DOOR REF. ERATOR Ds. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.N. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTUG. SHEATHING EXT. EXTBRIOR SHWR. SHOWER F.GJFX. FIXED GLASS SJM. SIMILAR F.G. FUEL GAS SL SLIDING FIN. FLOOR SL. SLIDINGGLASSPG FLR FLOOR sro. STANDARD FLUOR. FLUORESCENT Sws SHE WALL SECTION ERGO. R FRENCHFt TEMP. TEMPERED GLASS GA. GAUGE T.O. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE GLASS INTERRUPTER T.O.S. TOP OF AB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL, INSULATION WD. WOOD INT' INTERIOR WlOHW WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ��,y D ARCHITECTURAL SHEET DESCRIPTION 20M PBC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl -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 WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS El C7'SRE•ISSIIED 81DNG ELEvdTI0N8 ADDED C7'BRE•1861E0 FCOTMYsREVISION PER M80UE8 66121AB CpgRE.p 02MIS ADDED CLMMBLES6 FOOTER AT GARAGE DETAIL (FORT MYERS) WMAS PLAN MAINTENANCE 030/15 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • 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 0 4AS ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WLL BATSON (MELBJ I SQ.FT. CALL. S ON/l4AS REVISED NVAC VOLIMEB ON SOFT CALC SCNEDILE 11MW 06/p/B ADDED TXMIRIOR MONO DEEP FOarEW DETAL 12MA (OR.) LIVMNG 1828 80' FT. GARAGE 430 BC. FT. ENTRY 16 $a FT. LANAI W 8FT. G. TOTAL 2362 BQ. FT. 06/IT/IS ADDED LED LK+NTS • KITCHEN N BATFNOOOI'18 PER MARK BOlEB OVISMI ADDED STCNE OPTION ELEVATION C 4 D (TAMPA) 09 M ELEVATION +�' BIDMNG-ADDED LGuvER' GABLE RDOF 1ewn ADDED OPT. 8'-0' CEILMNG HEWTS Olrol!!0 REPLACE USP COMECTORB uNTN SRIPSON CONNECTORS STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA-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.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. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRl'1TEN RFI's IN WRITTEN/DRAWN FORMS IN A TI1(ELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'e HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 all 4 gg BUDDIV. at LOT SILVERADO B LK 19 PROJECTLV 04128.002 01191 MODEIt 4EBB "1828-CALI" GARAGE BTI►WO. RIGHT PAOE: COVER SHEET 150 MPH EXP. B n 3/04/20 4"=1'-0" RXNT 1 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 CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 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 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE 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.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON-AETALLIC 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 IA4NCH GYPSUM BOARD OR EQUVALENT. 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.' 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GLIDE 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 ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SWILL 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 COVERMIGS 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 FINISHES 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, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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. FIE 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 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS i. 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 1/4' 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 AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S 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. 144I N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 W. $ evsanr. ae L0s: SILVERADO LOT 1 BLK 19 PROJWCTO 04128.002 01191 HODELA 4EBB "1828-CALI" GARAGE OWnM: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B 3S'-8' c,ln 0 ol1■■■IIo - col■O■■Y■■oll■■■Y■■■■■!o of■■■■■o of- i - '- I (II - o 'o @ - II- / 1 - O - - - Nonni. O - mm i - - AS REQ. m - - PER o - p - o - . 1 . i p F1 :I' - II'/l \ a? - i f m , 0 to IARCH III oll■O■■Ilo�� nl1■m■■lo 0V■■■Inl oll■■IIo lu -I+ 9 rol SQ.FT. CA C. S LIVNG 1828 SQ. FT. GARAGE 439P SQ.FT. ENTRT 16 SQ. FT. LANAI 88 $a Fr. TOTAL 2362 SQ. FT, Eltl'Oi EaP0��0�01D� Sam 201E awNY11 OA IBVJD NOTIIE FOORA� MIN. WINDOW l0 5 24/-33 CRITERIA EXTERIOR SWING' t8 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.N.D. I'll 12 51 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 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOLVAIDOLWO C TOP PLATE 0 M BAR DETAIL A SCALE+ In'•1'-0' 's e DIM. VARIES DTL. (�_,-�)!ARCH ALE, 1/2 . I'-0' FLOOR PLAN SCALE: 1/4' ■ I'-& NOTE, -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 M M) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdosigngfoupcom AA #-. 0003325 A �gtII i t 6 o log- 11 BUBDIV. As LOT. SILVERADO LOT 1 BLK 19 PIto".cTo 04128.002 01191 MODEL: 4EBB "1828-CALI" CAPLAdE 9WINO: RIGHT PAGZ: FLOOR PLAN 150 MPH EXP. B e DA= 03/04/20 s cALS: 1/4"=1'-O" SKEET Al 1-- SHNGLE ROOF 16'X60' FYPON DECORATIVE SHUTTERS OR 4B ECUIVALENT 4' RAISED BAND(TYP.) I 0 -0 FIN, F— LR — I 1 ------- S'-B' BRG. HGt. N-I9'-0' BLDG. HGT. FYPON LV12X24 M OR EOLIVALENT �` LAP SIDING AS SPECIFIED -- (TYP.) 4' FREIZE BAND(TYP-)IM 6' TR A BOARD !TT P J FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A 0'-0' FIN. FLR. - OFF RIDGE VENT OPT. COACH LIGHT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT AREAOFATTIC = 23"SQ Fr. NET FREE VENTILATION AREA REQUIRED a 1/ SOD REQUIRED VENTILATION AREA • 23E4/3DO 7.88 VENTILATION AREA X SO. INCHES PER FT. 0") a 3134.72 SQ IN. MIN. REQUIREDVENTILATION • .SX 1134.T2 IN UPPER PORTION OF ATTIC W7.39 SO, IN. OFF RIDGE VENnLATIONMEA = 115 SQ IN. PER VENT ,7.% /SUS TOTAL ROF VENTS REQUIRED = 4.9=7 TOTAL ROF VENTS PROVIDED S "AREA OF ATTIC ISTHE PERIMfIER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) �B'-8' BRG. FKaT. TO Eml IN F-1 -------------------- ------------ RIGHT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH ►m LMA REAR ELEVATION SCALE. V4 • I'-0' TEXTURED FNISH 6 I 1,_0• I I � S'-&' BRG. HGT. ----------1 ,o0'-0P FIN. PLR. "L S'-S' BRG. I-IGT. ------_------ I - 0-0' FIN. FLR DECO. * ��A. '-O' FIN. FLR. i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 Q � Q w 4/) SILVERADO LOT 1 BLK 19 PROJWT# 04128.002 01191 MODMIe 4EBB "1828-CALI" GAP -ADM 2TnNG: RIGHT PALM* ELEVATION „C„ %150 MPH EXP. B XDFT DA r 03/04/20 aDCALJC: 1/4"=1'-0" 8*9z T A2C .I— I.- 01- ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e OSV OUTLET "M 20 AMP OLE T•'OLE @ IIOV OUTLET 4D AIOV OUTLET N OF CUTLET E4eED M lUNTU1 G14 EOV OUTLET EOWPlD CAtUSO PAUL MEfEr1O%(TILT®! ASSISTANT MW @ 220V OUTLET (4) Oft OONSICNQA --rJ- GPI Cc U ATERPROOr OUn.ET QIICUNO FAULT NTSR:JPTlR �j euXTCN SEXTC 4 S-EAAY Orm $4 SEXTON 4-WAY OPER I-O GALL IOIIf1ED LWSWR CEILM6 LIGHT © LED CLG LXb4T Q Vp VAPOI: PROOF L104T Op euewD CAN ,1w. PAN ICMFM SO. FT. "a*• ^w NYLIWif I orl Foie oa Fr. our- for ]-(:2r reo sY MLOM 1•ELE IURAP ® � NRAP (81JI! I'NTJ �"� 1'1L101eQSC@IT 4' KAD uscmw II 4' IWACK LldW 0 PANEL PETER (DSD. SMOIQ DEIECTOIe sAn. Ramsr- UILHS®YIR WALL MaN IC) 101" Danerae UIC.tlS�II1R 0 POM "c MTER-COr►acr® COINO CQ'tb SMALL ME A ORTYC7 OF NOT LESS TWEI w FROM awl" MOVANT LOW tl� NAnRAL QM OUTLET ► 7XLEFI001411 JACK up WATER IMAMS Dro,,S'w" AA:. WIND]- SEE Aw ON ' DISCONNECT 1Q rELcvRION JACK EDN JO J•EODA To x a NR•ORIEo M AOCOICA SV SODA S S W'IM® As:WIo( FOR CILNG Ea( CELLMO FANILRNT M M Sur-rom D N ACCOICANCE WL EON MIINISD AS SUCH FOR hopocTlow aonn 24• MCANaeealr LIOFN STRIP rr LWR EQIP nnn® IS' NC.NONSCOW LIMM STRIP FLOOD LgMT W oPr.ewNEn KEYPAD HE PA FUS144WTCN FOR OWES USE PORT • LOCATION OF TV JACKS N PNOFE OUTLETS A PNM TO EE VlRIRD • NOMEWI4ot PI!-CONSTIEICTION PEETMS. • ALL 0 e 20 AIS• ERNCN CN:LTSTS TO ME ARC FAULT FROICCTlD F!R ELECTRICAL MWYW01M OF mm A1N lDITIOJ r1Blr) A NK tlen ]!4 WTDMIDfl • 20 APT DEDICATED LAUNDRY CXCUIT. • an F ISLAND (NOT ON KITCWEN CONCLUT) • DISeW HEIR DISCONNECT TO ME LOCKOUT M PANEL • SATNROOM 004"T PAN TO WAVE MIL CAPACITY Or SO CAM NTEI "UTTENT PER ELECTRICAL PROVISIONS OF SECTION MEOrD FeAeR aTM EDIT101 r1A11'Tl • LAWORT' ROOM RECEPTAQd SHALL EE OROU'D FAULT CIRCUR-MTERRUPRR PROTECTION POI: I•EIYOMeL ON PERO M • UXRMG L'ETNOD SHALL OC NON F6TALLC CCALE PER ELEOrMCAL I•R7vR10N0 Q PSItJ! STN m tmnl • ALL WOW TO COMPLY UTM ELECIIECAL PROVISIONS OF M LOOESTI BD (tOM '� • Au LAtI'a SiLLL PJE ..+ - RY eWLOER eND rN d. L�MTNQ MIMT m BEItlY EIlCIMIT Tr'PE Feae FJlG. S!!OY r• dTieN [RS]l1DEJTILL ENr Y CEILI LAYAj �`• MTD. LIGHT TO BE ,,PIaE-WIRED LIVING ROOM INSTALLED, CLG FAN PROVIDE F'RE-WIRED J-BOX FOR \`J CLG FAN . \\ OPT. FAN I GFI J / t;:�' DINING ' I� I S'-6. I _ 4 I cAeiNEr --� F -, REPS / FIR I------ - --- OUTLET \ FOR DW KITCHEN \ RANGE I --- I OUTLET FOR ® FUTURE MICRO YSLiLDL+1LY, BDRM �q�'7R'. 1 I II \\ 1 9Pjs..FoR FMQE-WIRED I CLG FAN \ I qp DooR I I o L II 11 BATH A 11 ® I I IS/c0 I / BDRXLj mT-- ® ENTRY PIE WCLG �D • / AT I I_s• FOR OURS // PRE -WILD / CLG FAN \ 01., / 11 BAT L AK T I � I go BDRW4/ I , PRE -WIRED CLG FAN F,�JeT', - � II RAI \ I- L I LED LIGHTING ® SINGLE LAV. Q BATH e2 I I � I I I 19 I I I I � I I L 1 I � i LED LIGHTING @ DOUBLE LAV. OUNER'S BATH ®OQ�mo 0�®mmm ©©0 P71f�fE"7�!'.'!-!1♦�""7['T*i r2TE��i'fO"TPPNT:�i�t•O ['�1lT'7�::!.!�f'7EP!f�9S� 0� � Q©� ©©� e�aas•�r�-�rr.�1����E© rT�aas•��sct:�E© o o� ESifEsi'f���FiL:�O O r�as�s•ar^m�-g'��a>•m a� i[1 rs7amEzzAa��-�ris7• ® /'SG>1Bi'I1X�'S1•i3� ��X�@��i<J s'a�c"1•[�L7A73T7T37Sinfo�sca i71•C^���00 SIZES ���F"^�WW�i)• ��r•�n-^Tax:r���o�rca _ INI 701 \ r------ J \ _ \ L --J \ BOLLARD \ AS PEOBLDG. \ WALL MOUNTED PER BLDG. \ LIGHT W/SWTCH \ IN C.0DE \ ATTIC \\ l73 KEYLESS OUTLET FIXTURE 0. FIELD VERIFY IRRIGATION LOG. OUTLET Q FNeDVIDE 1-2M CU. rNM . Me CU M 2• WHO= OR S 46' APP. %M AL, rA N . 1% CU N r CaNDurt. rrea2r re TITIWL1NAlE AA9e�2 SeRINr . evarWANn� \ Iu iu- - - - - - - - - - - - - - \\----------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALES 1/4' • 1'-& 150 AMP ELECTRICAL RISER NOT TO SCALE. cOMEXA.TION SERVES DISCC'NEOT SWTCN AND EO AMP OM40 VOLT GENERAL NOTESI A. ELECTIBCAL MATERIALS AND MSTALLATl" SHALL M ELECTRIC METER IN NO" SR BOO J I I• SE COFlLY WT 4 ELACMINCAL PROVMIONS OF M midS1H PANR ILL LOCAL CODES. AND ALL LOCAL PONEI: COMANY IIWINIMPIMM /. ALL COIOICTOIM SHALL OE TYPE TNIYnQN ULlSS NOTED OTNERANOL PowER coMPANY TRANSFOIa•ER TNJN%NM SONICE ENTRANCE QRORSNT MmMrirm EOpDICr G1ELE TSLlVRION SERV= OARANCE EDERim TAT LOW Ne�y .LT. VOLCONIEOTN7NS TO SW DIA N S PT LONG COPPER CLAD QICUO POP 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7746078 FAX 407-774.4078 www.abdaaigngmp.00m AA #: 0003325 1 O i BUDDIV. do LAOT, SILVERADO LOT 1 BLK 19 PROJECT# 04128.002 01191 MODEIA 4EBB "1828-CALI" GARAGE 81111IIdG: RIGHT PAGE: ELECTRICAL PLAN %150 MPH EXP. B y TO — ! PLUMBING PLAN Z0, 1/4 " I' -fa• 2• \?R�j,2' KITCHEN j� \ vrR BINK w/ Irz V2 AUTO VENT I IR`� I \ �.�2 �+ V2' ,�} I/2•I .l I/1, 4r I lrt• (Q, I 2' TUB I LA I 2.i� LAY 2 I I wC 3 s I I g• g II/! OHM L n WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-6079 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 pa olm 4 11TH 4n 0 x I a� avaa:v ae LOT: SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 01191 MODEL- 4EBB "1828—CALI" GARAGE ARWING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B c5 DRDFT A 03/04/20 SCALE: 1/4"=1'-0" SKEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL. 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 FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (201) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLAW I AIR DUCT AS PER NFPA SOA 2-3.1 4. PRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, MALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603U 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. S. 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 $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. 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 ` I AIR HANDLER EVAP. TRAY SGORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK DALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PASS-THRJ AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPGONB UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL rl AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 98XI 1/4' $WT. MTL. SCREWS SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB t REFRIGERMT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM D60M SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYP. )) j 1910 CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FM. GRADE OR PAVING SEE SPEC. 1'-S'XS' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN NOTE, ALL MECHANICAL ECUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION MECHANICAL PLAN SCALE: 1/4 - I'-0' :E71 1441 N. RONALD REAGAN BWD LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-7744078 www.abdeslgngroup.com AA IV: 0003328 W. ap a �o N otmDm Ae I.OT SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 01191 HODMIL: 4EBB "1828—CALI" GARAGE swiNG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B MMON DATE: 03/04/20 8CAI.R: 1/4"=1'-0" aFIBET M1 y.�.�e.�e��1�. 2X4 TOP MR PLATE Y PRE-FAB TRUSS 14, CIA, BOARD 1/2' DRYWALL — SECURE BT. — PLATE TO SLAB W/ Imd MASONRY NAIL 6 32. OC. MAX 0'-0' FIN. FLR 2X4 WOOD STUDS 624' or_ SLAB OI UUV IN ITIONS SUPPORTING WING PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (a)TYP. INT. WALL (NON-BRG.) D1 SCALE. 3/4'.I'-o' V DIA. SLEEVE, 00 NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE, 3/4'.I'-0' IM THM 2 COAT - ollmo R APPLI� T TO MA004ASOfilf COISAI! MAD 6'cmm STAICMK 1'OR 2.6 P.T. eD AT1IpSID TO RLL CIII.L AS FM PRODUCT ATMVK AM �: i PVC ILWA PON GAO LM av aKv. slm. W 6T'v_ Sa TRAac elua¢rs PA6TliD ro 2nco SW 21DDD JMb PSR 6ALV. STD PRODUCT OV, JI4'R7✓K Rl4 KRr.K TRACK 0r nes. Sr �: RMTI9® TO .+• . TRALTC SRACJOLTS Room w PRODUCT APPROVAL FWQ 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS °— D1 SCALE: 11/2*-1'-0' FIBERGLASS SHINGLES 2x BLOCKMG BETWEEN TRUSSES OVER W FELT PAPER OR PER STRUCTURAL DETAILS FIBEML.A86 SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER METALLED PER SECTION FIBERGLASS SHINGLES FIBERGLASS SHINGLES OR SYNTHETIC RWbJ.1 ON J' Ob.D. OVER W FELT PAPER OR OVER'30 FELT PAPER PRODUCT, INSTALLED SWATHING OR k CDX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R9 DJJ PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED FASTENER SCHEDULE R905.1.1 ON J' O.Ss. PER SECTION RS05JJ ON J' Obb. SFEATHING STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX ON J' 0bJ5. SHEATHING 5/S GYPSIJ 1 BOARD OR k CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE OR 1, CDX PLYWOOD OR 1/2' HIGH FASTENER SCHEDULE I -m PRE-ENG WD. TRUSS m' MTL. DRIP EDGE SECURED PER STRENGTH CLG. TYP. rYP. FASTENER SCHEDULE BOARD MTL. DRIP EDGE ON. O11. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS if ELEVATIONS CONT. 2x RAT RAN SECURED PER SEE ENERGY CODE FORMS FIR PRE-ENG TRU89 INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSUSEELANEMY TIION R-YOALUE FORMS FOR PRE-ENG GABLE tIQt188 PRE-REGABLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION 2x FASCIA PER 2x FASCIA PER WEEP SCRIBED ELEVATIONS TYP. :.Y ELEVATIONS 5/S' GYPSUM BOARD OR 1/2' o•�• 2x P.T. SECURED PER 2x P.T. SECURED PER VENTED SOFFIT R-4J INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT �SP PER MANUFACTURES St�GIFIGATIONS R-4.1 INSULATION I/2' THICK, 2 COAT REFERENCEWINDOW TIJPIE PLASTERPLIDPNRr 1ACRES PECICArIO DIRECTLY TO MASONRY ERENCE Ix2 P.T. FURRING STRUCTURAL STRIPE 24. O.G. I/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING I/2' THICK, Z COAT PORTLAND S' CMU CEMENT PLASTER APPLIED 1/2' THI Z' STRIPS •UIL.•Bp, CEMENT PLASTER APPLIED V2' GYP. WL. BD. DIRECTLY TO MASONRY PORI LAND CEMENT Z COAT VWOOD BASE • cm DIRECTLY TO MASONRY PLASTER APPLIED WOOD RASE DIRECTLY TO MASONRY 0'-C' FIN. FLR� — _ 0'-0' FIN, FLR 0'-0' PIN. FOR _ _ , 0'-0' PIN. PLR —Y 8, CMu a Y a n . a ° 4 W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: t' B NO OPENING PER SECTION W5.1.1 - FOR ROOF OMS 2:4 1-STORY HIP BLOCK WALL (2)OLA ERIUNDERLAYMETO LESS THNT SYSTEM 5 1-STORY GABLE BLOCK WALL D1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE It ASTM D 4869 TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774.4078 www.abdesigngfoup.com AA A: 000332E V SL7HDIV. se LAT. SILVERADO LOT 1 BLK 19 PROJECT# 04128.002 01191 MODEL: 4EBB "1828-CALI" CARACE E1IINO: RIGHT PACE: DETAILS 150 MPH EXP. B Dnuff AT : 03/04/20 SICALE: 1/4"=1'-0" 8*91= 1111,1 D1 A-8OI-T8 4' E'CEDP®JT MFL EVOOLY FROM FLOOR TO ®I \I // IN 2Xb ak axe ARAue Dose IBWCK w/ (a) m 1{')W A -DOLT* W EMDEDPENT MIAL 'IV", W 7'Xl7dj WAGNM AND NJT 'IFADED CVRILY FROM FLOOR TO OARAVE DOOR FOR IN JOINTS PRIOR TO P ulm 1.2X6 PT OLOCK • CENTER OF E DOOR 4NADER W/(I)JJW' J-DOLTS 4' @bEOMENT WV 2W'W W"WER AND NUT. ®60 ALL DE IN AGCORDANCE TO MANFAOTaRIERS *MTALLATICN M71% CTIONS OEM GARAGE DOOR t BUCK ATTACHMENT a4u. vr- 8' cm V DRYWALL I'x4' OR I'X2' P.T. NAILER 1x4 P.T. OR %'X4' MR'L SECURE THRU FRAME l EXTEND I -Yi INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 3W MIN. EMBEDMENT 1-)4 WITHIN a, OF EACH END 4 18' O.C. MAX SPACING \ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +B/4 A WINDOW TO BLACK +3 4 R +S < SCALE: KT.S. 2X4,m SECURE TO BLOCK W/ i(r' TAPCONS OR (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W /2-%' TAPCONS(MR ebANK SIZE 145 MIN. HEAD SIZEDODO MIN. EMBEDMENT 0149 ) WITHIN W OF EACH END ! 8• CMU IV O.G. MAX SPACING. 14• DRYWALL 2X8,m I'X4' OR 1')2' P.T. NAILER SECURE TO BLOCK W/2-31(a'7APfT�ACW CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JM1 OPEN OW MIN. EMBEDMENT 1 Y4) ZW WITHIN W OF EACH END • MANUFACTURES DETAILS. 18' O.G MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1 2' WND TO BLOCK +1-1 " " SCALE: T . 2X4m SECURE TO BLOCK W/'Nr' TAPCCNS (MIN. SHANK SIZE J45 MIN. 1EAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHN B' OF EACH END 4 STRUCTURAL 2x 18' O.G. MAX SPACNG. MUST dE ON OUTSIDE 4 2X6m SECURED TWR000;W SECURE TO BLOCK W/2-%* NON-STRUCTURAL ifi TAPCONS TAPCCN MIN. I Y4 (MIN. SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3Osa , CMU MIN. EMBEDMENT 1 Y4) 'DRYWALL WITHIN 8' OF EACH ,END l 18' O.G. MAX SPACING. X4' OR 1'X2' P.T. NAILER 2X8cw SECURE TO BLOCK W/2-%, )6' OAS X 4' MIN. TAPCONS (MIN. SHAWL SIZE .145 DOOR CASING MIN. HEAD SIZE 300 L DOOR JAMB OR WINDOW MN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-IS/i�" n WINDOW TO BLOCK +1MI 8 SCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHAWK SIZE Job MN. HEAD SIZE 300 MIN. EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%, NON-STRUCTURAL �Jb' TAPCONS TAPCON MIN. I-Y4 (MIN. SHAWL SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 D. CMU WITHIN 8' OF EACH END 4 Yj' DRYWALL 18' Or -MAX SPACING. 2XSam7 I'X4' OR I'X2' P.T. NAILER SECURE BLOCK W/2-' OOR CAVWS (DOCIRMIN.HEADSIZE (MIN. SHANK 812 .145 JAMB OR WINDOW MR EMBEDMENT I Y4') ATTACH TO 2X PER WITHN 8' OF EACH END 4 MANUFACTURES DETAILS. 18. O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4) DOOR JAMB TO BLACK +2 �� D WINDOW TO HIACK +2 1/4S" E. KT . 2X4m SECURE TO BLOCK W/ 11Li TAPCONB (MIN. SHANK SIZE 345 MIN. HEAD 812E 300 MR EMBEDMENT I Y49 WITHIN B' OF EACH END l NOS, STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE 4 2Xi= SECURED THROUGH NON-STRUCSECURETURAL a1(i BLOCK WR- - T APCp " TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. a 'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK LW-%' TAPCONS DOOR CAGING (MIN. SHANK SIZE J4b MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END l ATTACH TO 2X PER 18' OZ. MAX BPAGNGr. MANUFACTURES DETAILS. noip Ma1Y ImpaD 1b f W1• iY� /W NDT p,0♦DN'l DOOR JAMB TO BLACK +3' E�,VSCALE, N.T.S. 2X4m SECURE TO 15LOCKK W/ Vo' TAPCONS (MIK SHANK SIZE .10 MIN. HEAD 81ZE 300 MIN. EMBEDMENT 14 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OTC. MAX SPACING. MIDST BE ON OUTSIDE l 2X6 m SECURED THROUGH SECURE TO *LOOK WR-'%' NON-STRUCTURAL'' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 144' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMU WITHIN W OF EACH END 4 Jf' DRYWALL IS' O.G. MAX *PACING ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK SECURE 2X SECURE TO K TAPCONS(MIN. SHANK TRUCTURAL MEMBER J45 /(2)f2d WITHIN 8' OF EACH MIN. HEAD SIZE 300ND ATTAC44 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Y4)OOR CASING WITHIN W OF EACH ENDOOR JAMB OR WINDOW 16' O.G. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +3' (DOCALE, KT.S. I.TO BLOCK +' 2X4m SECURE TO BLOCK W/Y4 TAPCONWMR SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' Or- MAX SPACING. SECURED THROUGH 2>"m NON-STRUCTURAL- 116' SECURE TO BLOCK WA-1/4' TAPCON MIN. 144' TAPCONS(MIN. SNAWK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACINCT. 'X4' OR I'X2' P.T. NAILER 2XS� ❑ SECURE TO 15LOM WA-1/4' Y*' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 10' O.C. MAX SPACING. MANUFACTURES DETAILS. no,a. rn Y napap ro Fu'R,rs f0o nor H,C� R•� DOOR JAMB TO BLACK +3-7/18" W TO BLOCK +3-7 18' C' SCALE, RTA. 2X4= SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END l NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL 11(i TAPCONS TAPCON MN. 144 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) 8• CMU WITHIN 8' OF EACH END ! K' DRYWALL 18' O.G MAX SPACING. I'X4' OR 1'X2' P.T. NAILER 2XS® SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHN 8' OF EACH END 4 TTACH TO 2X PER 18' O'C' MAX SPACCING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' H WINDOW LACK +3 3 4' E, RTA, 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-7744078 www.abdosigngroup.com AA *: 0003325 8 a t � O D NJ aILnmv. as XZT SILVERADO LOT 1 BLK 19 PROJECT# 04 28.002 01191 IIRLODELA 4EBB "1828—CALI" GARAGE SVfMG: RIGHT PAGE: DETAILS %150 MPH EXR B Ia 0 03/04/20 CALrrE: 1/4"=l'-O" L iz= D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLlS332 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 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/203B FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 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 12/32/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL7006.4 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF IFLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE:01/08/20 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-774.4078 www.abdesigngroup.com AA M: 0003326 w $ O �ZUE e BUDDIV. & X,07' SILVERADO LOT 1 BLK 19 PROJECT 04128.002 01191 MODEIt 4EBB "1828-CALI" OARAGE BKiNG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B IRum )A,TE: 03/04/20 BCALE: 1/4"=1'-0" 8*Kr" D3 PREFORMED CONTROL JOINT-S MANGE OF CONTROL JOINTS Td BE URED TIED TO LATH • V Or- MAX IYERT-1. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W/ 6ECLIIEMAY BE USEID TO TEMIP CONTROL JOINT • OURS INSTALLATION —� FASTENERS TO BE Si = MAX VERTICALLY LATH SMALL NOT \� BE CONTINUOUS Y THROUG64 CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE / I OAP MIM� /I 6A I •ro e• To-• i' TNIOC I COAT CEMENT PLASTER WRB LAYER 4, FORTIPIDER BUILDING PAPER APPROVED METAL LATH FASTENED -T (VERTU O:C. MAX AT SUPPORTS WPM LAYER M, STUCCO WRAP WOOD SFEATMINS PROVIDE 2X4 IBL0004M T)O.LM PLACED FLAT MAX. 6' TO 6' FROM CONTROL JOINT WN \ \ CONTROL JOINT FALLS CNE L FASTENERS FOR LATH TO DE NAIL& 0 / STRUCTURAL STUD STAPLES IN COMPLIANCE W) A61M C061 r 2. WIR' TES TO BE (NO, 10) 0,0416• UFO / L BLOCKING 6MOW MAY DE IN ADDITIOy \ TO WALL STUDS REQUIRED PER PLAN / NN I II' OL POND MaAlo . R. A ®•cLO OOLD T L tWllelp . I. CIIAAE • R. • x c0111AIe - n. e bblOLE I-COMt6J OW W11014 oVA6AP ryT EXTEW yr OMAW /NIAn610. rmrw NIP.ALLV ►ASTIt 4' = MAX APPROVED BUILDING UIRAP SMALL BE LAPPED A MINIMUM OF 4'A4' SELF-ADNER ING MEMBRANE 6' a VERTICAL LAPS (ROLL R-ASFIING !COMPATIBLE W1 MOUSE ENDS) 4 6' • HORIZONTAL LANM, WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED MOUSE WRAP. MTN FORTIBER SFEATHING TAPE PLAIN TO EXTEND ONTO PIPE / \ i' OR LEG& PIPE / \ PENETRATION / P MN LAP - METAL LAIN \ �C X X X ' X X X —7 CUT AND OVERLAP ONE SIDE OF / 7� FETAL LATH I SELF-ADHERM MISMORALE —.—/ IT FLASHING STUCCO uceo ueAP I PLASICK TTERI COAT CEMENT T PETAL LATH WRB LAYER'7. FORTIPIBER UARB LAYER -2. FORTIPIBER BWLOMS PAPER. \BUILDING PAPERWM LAYER / STUWR4P CCO INSTALL FASTENERS (CLIP6, WOOD SHEATHMG STRAPS, STAPLES) AS REQUIRED TO GROUPIE PIPE/ UPS TO FRAMINS P MM LATH LAP' 4• acw ALL LM VERTICAL LATH & PAPER DETAIL WOOD 99I OF SIDE LAPS METAL PLASTER BASES SMALL BE SECURED TO IS UILDM FRAMING MEMBERS, PAPEF THEY SMALL BE TIED BETWEEN SUPPORTS UNTM OD415-IN. (W-MIN) &TUCQ WRE ATMTERVAL6 NOT MOIRE THAN S• (m-M U. AS PER A67M CM6I OtPOLD fiWO. R.A lAL x° ® KICKOUT OF TEARS N DETAIL I URD T& "YEW, M " LAYER&' TEARS MAY BE PATCIED WMOUSE WRAP TAPE PER MANF. SPEC. OR POLO Ism 4 STIOC -4b ;.S Z_._Sz it 4WWI 6 Tl• k�� 6'xb' SELF-APH RM MO IDR41E FLASHING (C0•PATIBLE UP MOUSE W W MATERIAL) C14M 4'x4' amp-AC)HERWG YE"IBRAlE PLASNINS OVER APPROVED MOUES WRAP. FLASHNNe, TO EXTEND ONTO PIPE UM LATER 42, R MFEER BUILOMG PAPER PETAL LATH 6'Ab'SELP-ADHERMG MEMBRANE FLASHING OVER 4'x4' SELP-AOHERMS MEMBRANE FLA6MMG OVER APPROVED W CONT. BEAD OF SEALANT INSTALL APPROVED MOUSE~ AIR INFILTRATION BARRIER OVER SLEATMNNS. SECTION PER SECTION RM.7 BENkr -IM pb* to Exterbr use of Portland cement Blaster shall comply with the application regUmments of ASTM C 92672A. Installation of exterior lathing and faring shall comply with ASTM C 1063-12A. TRATION DETAIL (F OF Ot—� „o-,R,A WOOD SHEATHING OR CMU 2. cor-4m - F.I.6 ? " WRES LAYER "I, xelMaw•Pr.e STUCCO WRAP (FRAME ONLY) a. POW rr. a oalltl Pr. " ` tt 6°orrOlrt'LANOR THICK, 3 COAT CEMENLEGEND PLASTER (FRAME), I/2' CEMENT PLASTER (CMU) GOAT { LE G E D METAL LATH (FRAME ONLY) ® LAP wRE I TAPE OVER DRAINAGE PLANE (WRB PLANciff ROOFNIALL SCREED LATER 01, STUCCO WRAP) CEMENT �xr 5'X5' 'L' TYPE CONTINUOUS WRB LAYER a"2 (FORTIFIBER — "pefO'r' F Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT BUILDINGS PAPER) e n, roIRNFIBRSR ,Apmemit" awY) in WALL SHEATHING) R'L rt CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X IAP(mumcww INSTALL WITH ROOF CEMENT !AI•ItoANOVIII LY) e. STUCCO I:.. .-.. _.' RAM OR CM I CEMENT M. . tlY1L tM.A°61° ; f—RooF PER ELEVATIONS WOOD SHEATHING IM.ArtlR°relE \ I MAW to \ SELF-ADHESIVE FLASHING — \ NOTE: \ ' — r `°" METAL LATH: LATH TO BE PER SECTION R R103.1.1 / A5TM C-847-OcJ, MIN. 2.5 L85. tiRh wrAu ICILXOIR ""' PER 5Q. YARD (UTILITY OR NOMINAL "L" LATH DOES NOT MEET SPECIFICATIONS) FLASHING O5 N.T.S. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 J w$ u 40 i J aysa:v ee L�DT•. SILVERADO LOT 1 BLK 19 P!lOJECTMW 04128.002 01191 1[ODEL 4EBB "1828—CAU OARAOE awlxc: RIGHT PAOE: WALL ASSEMBLY DETAILS tt.150 MPH EXP. B m D q�E.- 03/04/20 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD INSTALL 6' SELF -ADHERING I'EMDRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECLIENl OF FLASHING TO BED I. BOTTOM, 2. 81DE8. 3 TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z SAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL BIDES,Yl CAULKMG • JOINT ALL AROUND PER SECTION R703.7 EIderlor ISI ft and ohsWft Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER N, STUCCO WRAP I ,.X: I ..; \ HOODED VENT i' THICK, 8 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) 10809011K DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-64-1-0% MIN. 2.5 LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT F'REMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' $ELF ADHESIVE— FLASHNG (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' 7----I F_--1 A VENT PENETRATION SCALE: N.T.B. I ELEC. METER FIEL VERIFY LOCATION / ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES AREA TO RECEIVE" STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 WMSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHII APPROVED NOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD 81-EATHINS WRB LAYER 9, STUCCO WRAP WRB LAYER 12, FORTIFIDER BUILDING PAPER FETAL LATH FASTEN TO WOOD STRUCTURAL FIEMBER .TOG. MAC ACM= 6' UUDE STRIP SELF ADHESIVE FLAaHMG, CLEAN MASONRY DEPORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRB LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP 1*1 STEP 02 t7 LAYER 01, '� STUCCO I [I STUCCO WRAP STEP #3 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING 0 FLASHING OVER APROVED HOUSEWRAP \ .. MEMBRANE FLASHING 1 `WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 a a o� A stmD:v ae L O SILVERADO LOT 1 BLK 19 PR OJECTBI 04128.002 01191 MODEL, 4EBB "1828—CALL" GARAOE XW5i0: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B Fir aNT 03/04/20 1/4"=1—O" AS LEGEND DRAINAGE PLANE (WRB LAYER "I, 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 CORNER BEAD (FASTENER 4 SPACING ®'I' O.G.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @) BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA k: 0003325 1 � a c all lei stmDiV aLOT SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 01191 MODEL 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B P D � 03/04/20 sC,%=: 1/4"=1'-0" sI1ZET WA3 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 — — — — uao� WNAwTMeeRwERArrawae+rn WEATHER M8161TYS X?144r a ti��A�0 A!{R6 � RE"TI E eraReR ena1- WFATERPWAGTIVE \ DAPMER \/ GALVV METAL METAL Z' tiAs:vrGALVV , VV, v—u e DOD TMM MEMEER� .. ` rriEpp \� ORS T sum SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION (4 AR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigrkgroup.com AA M: 0003326 c g Q 5 !;-4040 aUDDiv & LOT: SILVERADO LOT 1 BLK 19 PRM=CT* 04128.002 01191 moDmu 4EBB "1828-CALM" GAXAGE SWXNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TE 03/04/20 aCALE: 1/4"=1•-0" ai1EET WA4 \ 2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ 1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH 0 CMU ! �\ METAL FASCIA WRAP Yo' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/0' TEXTURED FINISH • wom, 1/2, TEXTURED FINISH CMU METAL LATH METAL FASCIA WRAP 0 814EATHMG OR Cm WF6 LAYER M, STUCCO MAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER _ ------ (FRAME ONLY) 2X6 SUB BAND ROOFING CEMENT DRIP EDGE ©PLAN 8 METAL KICK OUT \\ NOTE: NOTCH FOR 2X6 \� \\\ SUB BAND ONLY t ROOF KICK OUT REMOVED \\ �` FOR CLARITY \\\ ROOF DECK (BEYOND) 00 �\ 7-7 DRIP EDGE, I' OFF WALL, (NOT INTO STUCCO) ®ELEVATION ®PLAN A i— I'I/8' TEXTURED FINISH !WOOD, 1/2' TEXTURED �! FINISH * CMU ",�2x6 SUB -BAND W/I'x4' NOTCH m 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 GUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND WAYx4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL Ca? WALL W/KIC K—OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT A 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 WA4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA 0: 0003325 W. t g 4 To �o 1 olN BUDDIV. as ]AT SILVERADO LOT 1 BLK 19 IPROJMCT# 04128.002 01191 MODZZA 4EBB "1828—CALI" GARAGE 811ING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DmNT A 03/04/20 XCAXM 1/4"=1'-0" B*Et= WA6 19--W '-4" 91-W 9'-6" 15'-10" T-4. • — —11-12X12 — — — — 1 — — FM-12X18 — — — — — — - 4" CONC. w SLAB ILL w a * 3 112 1,-0" LF-24X24 l 10'-0 10 I " 1.1 r 1 FM-12X18 EXTEND I 1.1 SLAB 1 112" I I , T SLAB c I. II I I I. I I� I• I ILL I I I 19'-0" 5'-0" 15'-8' I. 1 Q•�� 4"PVC CHASE I 1• � TE-1 — *5 1/2 17'-W 5 X-0" ' I I I I 4 I 1 EXTEND SLAB 11/2" 2 J_ CONC. 61 :2 FM-12Xi8 SLAB w wl �. ao *-31/2 G_Ig I I-i 2 *;71/2 I t 1. L FM -12X18 1.1 _ J FMC-12X18 FM-12Xt8 FMC-12X18 �Z-8.41.11.110'-2" X-10" 16'-0" 2•-8" 21'-4' 14'-0 4'-4" 39'-B" FOUNDATION PLAN SCALE: 114" = V-0" 1.1 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE w0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-O'-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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED # 5 BAR, DINDICATES #6 BAR,IIIIIINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14, VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M' OR"S' MORTAR, ASTM C476 GROUT (3D00 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" 01C MAX. SEE PLAN FOR WWM 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 6x6 W 1..1.4 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 TE-1 8" 1 - s FM-12x12 12" CONTINUOUS 12, - 5e FMA2x18 12" CONTINUOUS 18" -(2)#5's FM-16x18 16" CONTINUOUS 18" FMC-12xl8 12" CONTINUOUS 18" - s VARIES 1 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 � • S 3 s? sUBDIV Se LOT SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 0119 MODEZA 4EBB "1828-CALI" CIARAGE EVrMG: RIGHT PAGE: FOUNDATION PLAN IlkN150 MPH EXP. B ppturr DATM 03/04/20 BCALE: 1/4"=1'_0" eFIEET si kk 30" MIN. EACH WAY _ e MONOLITHIC FOOTING } g STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED •s ., v CELL SEE PLAN FOR SIZE AND a O CELL SEE PLAN FOR SIZE AND v ya F SPACING REQUIREMENTS i C SPACING REQUIREMENTS rn .-�• � �. ..'tom, GARAGE DOOR m .. v:. 1 RECESS JKw a Q .." v �FM�" , g 7 - i 8"CMU WALL O w 8" CMU WALL , . CORNER BARS, SAME SIZE AS BAR I w w 6+ Oa. g �i +- 0'•0' IN FOUNDATION WITH 30" LEG EACH u1 = +- 0'-0" a WAY AT ALL CHANGES IN DIRECTIONS � N tY1 TOP OF SLAB TOP OF SLAB I,.. SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I I. CURB FOR , a < EXT. PORCH SLAB J1`l r+ �' SEE SLAB SCHEDULE BAR SIZE 48 BAR OIA. 4' CHAMFER (1-STORY) #3 18" � EXT. PORCH SLAB - VARI S �� SEE SLAB SCHEDULE TOP OF GARAGE I I� ' �� v. CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �- �Lp. AT ELEV: W/ 1/T' ISOLATION . 6" CHAMFER (2-STORY) 4" CHAMFER (,STORY) ' JOINT (WHERE . APPLICABLE) Z p4 44V' SEE SCHEDULE #5 30" W/ 112" ISOLATION JOINT (WHERE I' . e 6" CHAMFER (2STORY) .. "`�}}}"'---. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE ##8 APPLICABLE) Z 4 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 1.. AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" 2 @ GARAGE SCALE:3/4"=1'-a' 3 CORNER BARS DETAIL �� DOOR OPENING SCALE: 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" BIM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT OVER OF WALL W/ PLAN LAP TO OCCUR OVER STUD OVER OF WALL W/ PLAN LAP TO OCCUR OVER STUD W w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED 5 y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ 4WASHER PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0- SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2'kB" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. WIFLANGE Q BASE a S EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", LINO — PLATE EPDXY S1/2" EMBED. MIN. (� 16" OC SLAB W/,Od MASONRY 4 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL i6" OIC STAGGERED. ry = 0_ SPECIFICATIONS FOR 0 BTM AND TOP PLATE ADDITIONAL METAL _ USE AND I ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" 8 m PREPARATION OF O v HOLE. COMMON NAILS FILL ALL N REWIRED WHEN NO /n UPLIFT IS PRESENT. TAPCONS w 0: HOLES, DO NOT USE 10d w w -� o O k x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE M �O Q .P TOP OF SLAB=AND SLAB4"CHAMFER (1 STORY) +: - 6" CHAMFER (2STORV) �_ . _.__° rT °49 ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TO NTITY AND BAR QUANTITY SCALE: 3/4"=1'-0° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34"=1'-0" (W/ UPLIFT) V SCALE:34"=i'-0 (NO UPLIFT) SCALE:34°=i'0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD Of WALLW/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE IL PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO p BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U v a CONNECTORS NOT REQUIRED WHEN NO 0: y O 8" CMU WALL UPLIFT IS PRESENT. M Z +- 0'-0" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) - TOP OF SLAS 4 SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +_ III* i z MINIMUM EMBEDMENT INTO TOP OF SLAB 'ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB �y'—^4^" --r^p SEE SCHEDULE SEE SCHEDULE j� . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO [�A INTERIOR FOUNDATION WOOD WALL AND COL. PADBLOCK WALL CONNECTION `�SCALE:3t4"'"(NO UPLIFT) &FO20TI�N[G SCALE: 314"=1'-0" �� SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.ebdeslgngroup.com AA M: 0003325 is R e 6 W�U E. BZMDIV. & L/OT SILVERADO LOT 1 BLK 19 PROJRCT# 04128.002 01191 MODELa 4EBB "1828-CALM" OA %AGZ 9WINO: RIGHT PAGZ: DETAILS 150 MPH EXP. B DA IL- 03/04/20 SCALM 1/4"=1'-0" S*ECL"r S1.1A 1441 N. RONALD REAGAN 8t LONGWOOD,FL32780 PH: 407-7744078 FAX 407-774-4078 www.abdoeigngroup.com L AA t 0003325 8 ELTHDIV. ee LOT: SILVERADO LOT 1 BLK 19 PROJMCT* 04128.002 01191 UODELa 4EBB "1828-CAU" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" ELTHDIV. ee LOT: SILVERADO LOT 1 BLK 19 PROJMCT* 04128.002 01191 UODELa 4EBB "1828-CAU" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK #5 BARS ,.FED]81, ,j . O CLEAN OUT REQUIRED Q FOR INSPECTION m 0'-o FIN. FUR. �.-� TIE ERTICAL REBAR TO HORIZONTAL ..a,;' REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. z w #3 16" `1 #4 24" U #5 30" #6 36" #7 42" HORIZONTALIVERTICAL REINFORCING � SCALE: 3/4"=1'-0" Z � STEEL REINFORCING IN GROUTED Q CELL SEE PLAN FOR SIZE AND ¢� SPACING REQUIREMENTS m U w 0 a Z 8"CMU WALL lr��—fir TOP OF SLAB n TOP OF SLAB SEE SLAB SCHEDULE z w EXT. PORCH SLAB BAR SIZE 48 BAR DIA. LU 4" CHAMFER (ISTORY) O J01/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" U JOINT(WHERE a #4 24" APPLICABLE) Z MATCH STEEL #5 30' 5 REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 36' THRU FOOTING #7 42" 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3!4°=1'A" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS L44i N. RONALD REAGAN BLVD LONGWOOO, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwsbdeslgngroup.00m AA N: 0003326 $a 'iW. 8 Li i, L i.... BtMDIV. A.LiOT SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 01191 MODEIt 4EBB "1828-CALM" GARAGE EWINO: RIGHT PACE: DETAILS 150 MPH EXP. B U DA� 03/04/20 SCALE: 1/4"=1'-0" B*tr.w S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 WI IOd x 1 112" 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 PEIS36, .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. 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 (pet) WXH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB7 MASONRY 3000 Bx8 (1)#5 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 1 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFP TOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUS I waa I aims ansaa troy IIPa4A aPIBW wa011 TYPE LENGTH BUS R1:MU TYPE LENGTH w4r 4nlar r/2alr wax WIG-ITwa1T I r,sar wear ~T rw-v WMIT rear WOIT wax 74' (42') PRECAST 2251 S4• (M PRECAST 1025 t0aA iMM 3'-0• (42') PRECAST ter 7ew sea. ' ww nw Tan Im aegis am 4304 aMa 61. Im 4'4' (48•) PRECAST HISS 4'-0• (48') PRECAST 785 783 13DO 4'4' (4r) PRECAST 1m fma aoes seta 4m a s sOm 1m im sate w7a 4m wlt ttrt 4'4• (54) PRECAST 7699 N-r (541 PRECAST 02 W 1073 #-S' (64') PRECAST MY ON LOT arm 400 m/ M ,NT 2040 VOT atm ma sn, am S4' M49 PRECAST 1217 S-0' (S4") PRECAST 411 411 746 S�' 8)49 PRECAST ,m t me ww am aw+ Ora tom me ma feaa am son Ora 5.10' p0") PRECAST 1D82 S-10' (70') PRECAST 340 93B a18 F-Itr (70') PRECAST tW t a n nn atr 4W GO 1m am am My am 41w V4• (M PRECAST SOS V4' (7C) PRECAST W7 721 490 V4' (/M) PRECAST Ga., , am m ,4r Im me aw am am r4' (W7 PRECAST 74s r4' On PRECAST 424 684 388 Td (90') PRECAST m , , ame air UV am TL 1w1 iwl am ens am VW (712') PRECAST se4 V-4' (11r) PRECAST 328 812 280 V4• (112•) PRECAST , 1a ate am a„ m ,am Im ,m saw am 1V4' (12r) PRECAST 478 1V4• (128� PRECAST 284 401 180 IV4' (128� PRECAST m m m It IMI , all m m IUD 1m IMPare wr 11'I' (138n PRECAST 382 it'i' (1881 PRECAST 280 462 181 11'4' (198') PRECAST 474 aN m IMF 1ar to ,7w 414 for 10411" ,372 im IMPMV 17-V (144') PRECAST 337 17-0' (144� PRECAST 244 402 197 174' (1M� PRECAST 4m 4w m m t t 1m 4m m aW im 1 fn area 17-C (IW) PRECAST 2N 13w (180h PRECAST 217 324 110 IT-C (IOn PRECAST 4R m ar rem *$ t III= IN 4w 710 ttw N 1w7 14'4' (10t) PRECAST 279 U'4' (199') PRECAST 208 299 100 74'-0' (185� PRECAST ON m m ra1 m 120 4/a 44a H7 Iew 1 t 1M7 b4'4• (IM P1 N.R IWr (17r) PRESTRESSED N.R 264 91 14'4• (17n F1 m m 7N m m m M m m m tet 1131 ,TN 154' (iB4'J PilE81RE8B® N.R 1S4• (1841 PRESTRESSEDN.R. 2W 83 7S4' (1841 PREBi w1 m am m 4" w m m m nt , tea 1r{• PM PRE81Rfi88ED NIL 1r4• (! PRE N.R 194 84 1r1• C1081 PRE81TrF148� w 1w m 306 40e m m M m Tw fan w /478 PRE NR '�, 17-V Mn PRE N.R 148 S2 1V4' Mn PRESTRESSED WI m m so 4w 44r m W. Nt W t4T tm 214' O " PRESIR�ED N.R 21'-V Wn PRF81�8ED N.R. 125 42 21'd• (2501 PRESTRESSED 142 f4s 2N m w era m wr m r44 m m m tm 22'-0' MC) PRE91AE88® N.R =1 C149 PRESTRESSED NA 111 40 2r-W (264) PRES'1� 1A 1r m am 40 m m In tN fw to m 9e7 m sla m Ha m 4w m 24'4• (2 n PREOTRE8MW NJL W-W (2B6') PRESIPF89® N.R.91 38 24t0' (2 n PmErmEssm 1N Zw nt m m 7r tm IN 1>0 9/D- - -..4 410 - 164 --__ 4N --_ ten — tams (#)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 REBAR. -ALL VALUES TAKEN FROM'SAPE LOAD TABLES• BYCASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF SEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 0��000 om0000m ��000Q"0 ®m0000'. 0®00�00 CL mmoo©0o mm00©EWl^Q'! 0��0�00 oosaoo�Q+ 0000000 om000��r_! 0©00m�0 ®ommm�ao �OmO�®0 ��m00m® ��00000 �IDO�®DO „----------.gym»—.--"»., -- --- -------,---,—„,—,„,„,,.—.—-----:"» 8F16-1T/OM/OB 8F16-1T/OM/OB �8F16-1T/OM/OB �,. _" ... @ � 1e eTr a" eM22222222222M$ or�w1 i IVmruo > <� 0 'a n a+ F *N 1 1 ( @ s @ � 1 a @ s 4 @ $ R 8 1 @ � 1 9 e � @ $ $ 6 � $ & $ mF �1b @ LL4 @ S @ @ UNO, PROVIDE B81 WHERE � $ 4 ROOF TRUSSES BEAR, TOP p OF WALL EL. 8'-8", UNO. @@. S I @ t � 1 8F8- ;r 1T/OWOB % 0 BF16-1T/OMlOB BF28.1T/OM/OB 3 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA N: 0003325 J $a MIMI BvsDm a I407 SILVERADO LOT 1 BLK 19 PROJECT�1 04128.002 011 1 MODRU 4EBB "1828-CALI" GARAGE BwirTG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B PRINT 03/04/20 DATE: BCALE: 1/4"=1'-0" SHEET 44. s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM ') SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k6" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM CO 7#5 rC 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL H3. EIGHCE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �e OF T. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND r\C# AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. 8"rzi6" FL4 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / / 4 TOP OF THE LINTEL. \�' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. B p$5' F� 8x16 DBL. TOP OF QPF' BEAM W/ (1) 0 BAR BOND BEAM •\O EACH COURSE \r\G 8x8 BOND BEAM TOP OF • O�G� W/(1)#5 BAR .ti. BOND BEAM I \Y\O� U =UNFILLED F FILLED / GROUT GROUT SOLID FROM TOP O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 Bx8 PRE -CAST CONCRETE NOMINAL—� LINTEL WI (i) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY HEIGHT #OF #5'S,TOP OPENING-2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT 7#0F#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" THAT XFXX-1T/1 M/0B INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER AND XFXX - iT/0M/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.VI6 TAPCON OR DRIVE PIN (MIN ANK SIZ. 145 MIN HAD WINDOW SIZE .300 MEN EMBEDMENT i 114") 8" FROM EACH END AND i 8"O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON "3 1l4" PRE -CAST -.a OR DRIVE PIN (MIN SHANK WINDOW SIZEA45 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK. EA. END EMBEDMENT SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE SREINF. OF TEEL OF ELEVATION BONO.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-774-4078 www.abdealgngroup.00m AA #: 0003325 QZ a O W � D gg OU13DIV. 4. I.07: SILVERADO LOT 1 BLK 19 P1ROJECT# 04128.002 01191 MODZ i 4EBB "1828-CALM" GARAGE 8KING: RIGHT PAGE: DETAILS 150 MPH EXP. B mm DAM 03/04/20 MICA=: 1/4"=1'-0" SFIEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d 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"). S. 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32780 PH: 407-77446078 FAX: 407-774-4078 www.abdesigngroupcom L AA N: 0003325 p i t v eUBDIv Ale LOT: SILVERADO LOT 1 BLK 19 PROJECT# 0 128.002 01191 MODEIA 4EBB "1828-CALL" GARAGE 8WINO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DA E': 03/04/20 SCALJC: 1/4"=1'-0" >sLiEZT S3 A{1) SIMPSON HETA78 TRUSS ANCHOR WITH PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS Y200FNVALLIFLOOR HTSM20 WM0 10d TO B{2) SIMPSON HETA18 TRUSS ANCHOR WITH SIMPSON SHEATHING TRUSS AND (4)1l4" x 2 1/4" (2) x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" TITEN 2 LIINTO S TO DBL STRAP, 1 EACH SIDE WRAPS UP AND CONT POURED TEL OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 }'NAILS TO GIRDER AND 6", 8" x 4W' MAY BE ADDED HTPOSI INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETAII6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF WITH (12)16d x 3 j" NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W11010d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1 /4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED WI (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W110d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR la lb lc 3 GIRDER CONNECTOR(S)� SCALE: 3I4"=1'-0" 12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE Wl (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING U-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" 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)10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. - BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" NOTCH DEPTH 1/4•D 10 EDGE HOLER THE USE OF ALTERNATE MATERIALS MAY BE uO USED SO LONG AS THEY CONFORM TO THE OUTERFOLLOWING SPAN HOLE EDGE >5/8"1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS N EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 011 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE < 3/5'D DBL. STUD SUBJECT TO Fi AND F2 FORCES. STUD NOTCHING O AND BORING LIMITS 8 SCALE: 1 1 2"=1'-0 ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN B( LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdosigngroup.com AA R: 0003325 0 W. b, O 04 Wz� avHDM ac IAT SILVERADO LOT 1 BLK 19 PROJECT# 04128.002 01191 MODEZA 4EBB "1828—CALI" GARAGE 8WD90: RIGHT PAGE: DETAILS 150 MPH EXP. B D M 03/04/20 74 BCA=: 1/4"=1'-0" B*Ec= S3.1A - PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES --�— AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. N NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA, ANCHOR BOLT W/ 21' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 6" O.C. MAX CONIC, POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH:407-77445078 FAX 407-7744078 wwwAbdesigngroup.com AA#:0003325 A Y a a W�U SUDDIV. de LOT: SILVERADO LOT 1 BLK 19 PROJECT# 04128.002 01191 MODEL: 4EBB "1828-CALY" OARAOE SlIrINO: RIGHT PAGE: DETAILS %150 MPH EXP. B DA"TO 03/04/20 SCALE: 1/4"=1'-0" S3.1B VTCR SPACING (1) AT EACH END h 2x4 BLOCKING BETWEEN TRUSSES VTCR AND V-0" O.C. MAX. (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0.4' TO 30'-0" (1) "X" BRACE I(111,10 j 30'-l" TO 60'-0 (3)'X' BRACE "X" BRACE CENTER PRE-ENG GABLE TRUSS LI:%I (1) 0 "X" lti54 (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAN FROM CENTER TO END, UPRIGHTS OVER 4'-10" HIGH \ (AS PER TRUSS ENG) Ile I I \\ OI PLYWOOD SHEATHING, SEE �\ J wI l "ROOF/WALL/FLOOR \\ IL SHEATHING FASTENER SCHEDULE" - SEE TYP.TRUSS CONNECTOR DETAIL FOR STRAPPING INFO, SIDE VIEW 1x2,21 WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED Wl (3) 16d ENGINEERED WOOD GALV. COMMON NAILS, TRUSSES 0 24" O/C, bQ SECURED WI i0d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"0/C AND APPROVAL SECURED W/(2)12d'sQMASONRY PRE-ENGINEERED EAM EACH TRUSS �,�� VALLEY TRUSS CONNECTION VALLEY SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE:N,T.S. W/ HIP RETURN SCALE: 3/4 V-lr 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003326 Pi LL Ro C aysa:v ek rrOT: SILVERADO LOT 1 BLK 19 PROJECT# 04128.002 0 1 1 acoas� 4EBB "1828-CALI" OARAGE a`111111MO: RIGHT PACE: DETAILS %150 MPH EXP. B Plum 03/04/20 CA=: 1/4"=1'—O" ET 13.1c GABLE -END �I SAL ROOF WIND DESIGN PRESSURES 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: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1l2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT *'O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 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 Sd RING SHANK, 2 12" 0.12W 170,000 SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 12' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL S TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SHEATHING USE 12" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Z w Z CD �w CJ Z QU NO r7 K N 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES J_ Z OI 2 � � w , Q U J w C; C0 to nt H Z Z U) ' (D N z 3 = U N rn Z� AA ZN w a w Y = U N 0 Z Z Of Do TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER ORrR ASS —�`- mi --__e .---M,I ,1 ----_w 11 .—__—_\ ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS R S' O.C. IN FIELD Q Z ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS R S' O.C. IN FIELD Q Z W CO U LU U � C 8d RING SHANK GUN NAILS a 12" O.C. IN F- U FIELD or Sd x 2 12" SCREW SHANK O PNEUMATIC SCREW -NAILS 0 12" 0.8,.1N W 6 a FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND pRpyIDE6%NRENTRAINEDCONCRETE EXPOSED TO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NONSEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED 31/'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2017, 881 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 319-14, BUILDING CODE REQUIREMENTS CRIPPLERS,: CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI AS SPECIFICATION FOR THE DESIGN OF PROVIDE WL CONTINUOUS POLYETHYLENE VAPOR 8A REER MEMBRANE UNDER ALL SIABS4NliROIMA WHERE O�OICATED ON ELASTICITY 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE L MEMBERS 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND RISC SPECIFICATIONS DRAWINGS. BEA0.L4LAPPED 8INCHES AND SEALED WI7TI 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER TRAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO HOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSOR 2017, BM EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE ST RUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92. IS COMPLETE,IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 88 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-0- OC EACH WAY. ' TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 V T ARCHITECT IF ANY DISCREPANCIES A FOUND. TO WORK PERFORMED AND SHALL NOTIFY HE ARCH TEC RE REMEETING REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE BO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: Wl 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 RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef AND VERTICAL BAR$ SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED H 20 psf TOP CHORD oomnent TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36' WOOD TRUSSES. 10 Psf STM CHORD -non-concurrent #5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1882. 15 psf TOP CHORD 20 oaf TOP CHORD (7 psf ASPHALT SHINGLES) pat W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 6 DO BTM CHORD pBfBTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD ATO RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FSC R2017) EXPOSURE B. RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHTECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/HEADER ENGINEERING. ANV DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) AGE: 2 WITH 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 NTS; AND DECKS: 40psf, GUARDS AND HANDRAILS: 200paT GUARD IN -FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50p3f, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP 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 CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm =1500 PSI. BLOCK SHALL BE PLACED USING 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED SHOP DRAWINGS THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. IB REPRODUCIBLE SEPIAS OFSTRU DRAWINGS DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEENGINEER WI WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT PERMISSION ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 fMf, 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SWILL NOT EXCEED S N-PRIOR TO THE ADDMON OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMES7AMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 30 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NCTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): 9. FOR CONCRETE EXPOSED TO EARTH ANDAXR WEATHER 1-V2' FOR Ib AND SMALLER 2. FOR 08 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1fY FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: 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 A38, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 ksl. 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 WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS $HALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLJLATDN SIZE TYPE SPACING REMAPo{B APPLICATION BQE ITYPEI SPACNG REMAN(8. 14 Pf FURRNO TO MA90MY I CONC. CASE HAgDENED_ NN —LONG. .OTC OAMGE DOOR BUCK iO MA90N1Y1W110 111"aA. NO WASHER --MRWNRY FABTEtffR I-EMSED., 4" END DLST., I -EDGE... SOD, AL.-DOORS —EHARDENEDCOx .`OD WINDOWIDOOIUFASTENED GARAGE DOOR BUCK I— WI IE-ANSIONBOLT 2P Q•C 1'EMBE0.,1"EID GIST., 1.PT,BEENOTEe NAIL 11n'TONG. STAGGERED INTO— TO MA9CNRYA'DNG WASHER 0' EDl WNDGW Boat GABENARDfNED— r— WWDOWIDOOIaFABT . METAL STRAP To CONTACT THIS ENGINEER FOR SPACING 1e PT, SEE NOTE. NVLI-LONG. STAGGERED INTo MAs�NRncarD. MAsoNRrlcoNc. REQUIREMENTS Exf, 9WNG DOOR (2)L109U, •fAPCON 1. OF 11Q EMBED, S END. NONBEA 1140 WOOD 1I2'° ExPANSKN IEMBED, TEND 2M WC BUCKhPT, 9Ef NDTEB NO WASHER FA9TNER DSiT.,tt?EDGE 019T. WALL TO CONC.9LA8 WI WASHER BOLT D19T.,T'EDGEDIST. 3 PT WB�M'BUCK 0.119' YOD 1'EID,D.T.,11? Pi TO STEEL COL., SEE •2 W98_l INAF NOTEe ER19TA._.EDGE OIeT. MIN 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 HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngfoup.com AA M: 0003325 O u C L�L R Q auumv. at LOT: SILVERADO LOT 1 BLK 19 PROJECT* 04128.002 01191 MODELI 4EBB "1828—CALI" GARAGE 2WD40- RIGHT PAGE: DETAILS 150 MPH EXP. B aCALE: 11,C=jV-0" SN r-, 2,0