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HomeMy WebLinkAbout7125 Steer Blade DrC_ 2558-HAWTHORNE FOR: a�- 1HO R R110N •��_/ • �i.MPLY DiNG�s�Q>w..REVAiLiNC� ALL WORK SHALL CODES FLORA 8 NATiOHE CITE( OF Z P ELECTRIC ODAND RHILLS ORDINANCES IVE, TAMPA, F33637 12602 TELO ECM EDRL �Z 3 f 21 Ew OAT � TZ M1N�.R Gkl _Y �� N � T®1= (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 r TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -7��MIrI� O BOIIDIIiG \fODi;. g�1 I,, :l8 t ,' -ALLIXL AD STATS OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=150 MPH vaw=116 MPH -EXPOSURE - B -I-STORY RESIDENCE - -2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES A/C AIR CO LAM LAVATORY AD AIR MUM. LUMINOUS ALT. ADJUSTABLE E M.C. MEDIANUFAC USER T ALP. ALTERNATE MFR MANUFACTURER MINIMUM HD BOARD GE MST. THRESHOLD cL CENTERLINE MID. MOUNTED CAB. CABINET MTL. MET AL CLO. CEILING N.T.S. NOT TO SCALE CIA. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYUNE cPT. CARPET P.B PUSHBUTTON C.T. CERAMIC TD.E PH PHONE D. DRYER FLY PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED DATE DEscR�r[oN pp�jp/lC ADDED 150-C WGINIMBI1G ARCHITECTURAL SHEET DESCRIPTION q /ta ADDED 83'ONL CAP NOTE TO FROM 61iYA110N PG CI -COVER SHEET PG ON -GENERAL NOTES PG AI -FLOOR PLAN PG A2B-ELEVATIONS "B" FRONT &REAR PG A38-ELEVATIONS "B" LEFT & RIGHT PG EI-ELECTRICAL PLAN PG PI PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI-DZTATLS PG D2-DETAILS 07/96/19 ADDED OPTIONAL PENDENT LIGHTING AT IQTCH3 ( to/tyiv UPDATED LED LR111T8 PER D.R.NOR[ON 10/90/I9 UPDATED LED DETAILRUBBI89 PER DRRORTON 01/90/20 ADDED SUIP10H CONNECTORS LLO. USP t1/te/2O MADE REDLUIE CHANGSB FROM RNG. FOR 2080 CODE CHANGE It/1S/20 WAITING ON ENGIINM APPROVAL FOR DETAIL UPDATES 01/06/21 REPATHED XREFS FOR THE 2020 FBC DIM DIMENSION R RISER PG D8-PRODUCT APPROVAL LISTING DISP. DISPOSAL DP. DEEP DR DOOR U.S.. DOWNSPOUT U,R.O. DW. DISHWASHER EA. EACH RAD. RADIUS RA. O. RETURN AM GRILL REF. REFRIGERATOR ROUGH HOPENING S.C. SOLID CORE EXTDR S.D. SMOKE DETECTOR PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG a 4-1WALLLL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ��n S R .l ATTA�NN . CALC.rS ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. LIANG 2,531 SO. FT. GARAGE bn Sa FT E" EQUAL EXH. EXTERIOR EXT. EXTERIOR F.G./FX. FIXED GLASS F.G. FUEL GAS FIN. FIMSH SLI � ""N° SHIELDSHEATHING SHWAWR_ SHOWER SIM. SIMILAR SL. SLIDING SL. GL. SLIDINGOLARS STD.STANDARD 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 ENTRY 51 $ a. FT. co�Re� LANAI 2� 5O �' TOTAL 3,405 50. FT. FLOOR FMUORESCENf �H DOOR PTO DR FRENCH GAR. ME. GAARBAGE DISPOSAL UGE G.F.I. GROUND -FAULT CIRCUIT GLASS DPrm OL. GLASS TEMP. TEMPEREDSSECTION TO..C. TTOOPCOF CURB T.O.P. TOP OF PLATE PAS. TOP OF B 'fYP. TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SI.IA-DETAILS PG S1.2-DOWEL PLAN PG 31.2A-DETAILS PG S2-LIFT BEAM PLAN PG S2.ETAILS PG 32.IB-D-DSTAIL4 GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE VP. VAPOR PROOF UDR HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WOW WATER WIIFATm W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LGBII tTY 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 PG S3-FRAYING PLAN PG S31A-DETAA3 PG 33.1B-DETAILS PG SNI -DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'v HAVE HEEN GENERATED FOR UNCLEAR ASPECTS OF THE Gro O! 1441 N. RONALD REAGAN BLVL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA S: 0003325 BVHDM ee E0 SILVERADO LOT #8 BLK. #14 0�3719 00t-08141 MODELa "2558-HATMORNE" GALItAGIC BIWMG: RIGHT PAGM; COVER SHEET 150 RH E . B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 NTH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 8m WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING 15 STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 2MINUJTE 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 -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUl11BINO 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 FBCR SECTION P3005.2. 6. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. EK70M WALL COVERBIOB 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FWISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �V 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,II2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EXTERORCEWNOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 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 GROUP'S 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 / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 8OFF778 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 6 Grousi n I. 141 N. RONALD REAGAN BU LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA A 0003325 QVHDIV. Be LOT SILVERADO LOT #8 BLK. #14 POR.OJECT 03719.00t-08141 OI[ODEIc "2558-HAWTHORNE" GARAGE 8VFMC: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B -- oI//////!//oi!///////////10 oil///////////Iol//11////////lol///////1�'�iuil//■lo 0,///1,///Ilo 011/////////Y//ol////II///////Boll////////////Iloi///////►Toll////iio �--- BEDROOM BEDROOM 2 TO W-01 O _ BARREL E Ell - a' �� mi Ell _,Ji_. of uun/olu� T W/:;ou/um!!oiU///[o �T E FLAT a FDA �. BIT4AILM4 � � o FLOOR PLAN WALE: 1/4' " 1'-0' 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 OE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCCMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MITE FIRE -RATED DOORS. II FLOOR PLAN NOTES II - ALL DMISIONO ARE FROM RACE OF T %% BLOCK WALL (OR EDGE OF FLOOR GLAD) TO PACE OF WALL OTUD UNA. - ALL NTERIOR WALLS ARE SA' UNA. - DRYER yofmD TTIRCYa11 Raw (V(IU, NOT SCREENED. - AIR COMPRE000R OUT ON 4 %"' POURED CONK PAD. PAD BEGINS *'PROM EDGE OF STRICTURE. - SEE OHM ON FOR GENERAL AND STANDARD BUILDING NOTES. - ALL HABITABLE ROOMS TO NAVE AMC FAULT CIRCIIT NTERAIR 'tER - ALL PULL HEIGHT BLOCK WALLS BETWEEN FILLED CELLS WITHOUT OP100" ARE &HEAR WALLA. RADIUS CORNERS, SEE PLAN BRACKET e BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-I/4' LOW WALL 2'X6' STUDS • IS, O.C. W/ 1/2' DRYWALL SQ.FT. CALC.TS LIVING 2,D31 W. FT. GARAGE 611 SQ. FT. ENTRY 51 SQ. FT. COVERED LANAI 200 SQ, FT. TOTAL 3ACS SQ. FT. EXTERIOR MASONRY WALL 6RG. HEIGHTS 9'® TILE NICHE TILE NICHE SHALL BE PREFABRICATED 12'xl2' 6WARE LATICRETE BY HYDRO BAN. RA. SHALL LIE 14b' x 145'. BOTTOM SHALL IESE INSTALLED AT 54' AFF. UNA. e NEro�all/a'oli0°erolOa01°/sB aala& om m1E toMUElooAo mw a Mott Fwm E MIN' WNDM 9 5 243/-32D CRITERIA EXTERIOR OWING 24 5 22.8/-2SO OR MN. CRITERIA OGD. MIN S6 5 20.1/-25.4 CRITERIA O" SAD. DO 5 2W/-21.1 16010 OAD. 112 5 20b/-24.S BASK WIND SPEED MPH s 150 (Volt) ENTERNAL PRESSURE COEF710ENT - t 0.18 BLDG. CAT.-H, IOEP.-B, MEAN ROOF HT. 14'-0" PRESSURES HAVE BEEN MODEFILD PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. SHIM AND SECURE COUNTER TOP =8 MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT -ISAR REINFORCNG KITCHEN 4Jd a BRACKETS AS BASE C 3NECESSARY. m� 3 CABINET SECTION DL��-m A/ C N 1 T/ C T/ 6 Grouon 141 N. RONALD REAGAN BLS LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeWgngroup.com AA &: 0003325 EIVHDIV. rk LoT SILVERADO LOT #8 BLK #14 PROJECT 03719.00t-08141 MODEU "2558-HAWTHORNE" OARAOE BVrMG: RIGHT PAdEt FLOOR PLAN 150 MPH EXP. 20'-2' BLDG. NGT. RAISED STUCCO BAND (TYP) 9'-4' BRG. W.T. s e I8'X12* DECO SHUTTERS FOAM CAP --\ I� 0'-0' FIN. FLR I STONE VENEER FRONT ELEVATION -GALE. 1/4' " 1'-IV' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS S11 OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE 1/4' • P-0' TEXTURED FINISH AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA X SQ. INCHES PER FT. (144) = 1763.52 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 881.76 /115 TOTAL# OF VENTS REQUIRED = 7.66748 TOTAL#OFVENTSPROVIDED = 8 SQ. IN PERLINEALFOOT SOFFIT VENTILATION AREA = 11.736 = 881.76 /11.736 TOTALLINEALFTOFSOFFITVENTINGREQUIRED = 75.1329 LINEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) Of SHINGLE ROOF RAISED STUCCO BAND (TYP) FOAM CAP 9'-4' BRG. HGT. ,------------ 5-2.-------�\' 3 -0, I -2 I I I I 5' RAISED SIDE STUow AND � � LITE (TYP) I I I I I I I I I m I i I I I I I I I I I I I I I `------------------------ DETAIL )ENTRY SCALE: 1/2' . P-0' C� ND DTL. (�AA: 1/2' " I'-C' BAND DTL. D SCALE, 1/2' " I'-V* BAND DTL. C 1r �-2 �H ND DTL. (K)AA ALE: 1/2' " I'-V' A R 6 N IT 9 6 T t Group. 1441 N. RONALD REAGA BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com anm�. BVHDIV. & LOT: SILVERADO LOT #8 BLK. #14 PROJECT 03719.00 -08141 HODZU "2558-HAWTHORNS" GARAGE BTIING: RIGHT PAGE: FRONT & REAR ELEVATIONS "B,. 15 PH OFF -RIDGE VENT OFF -RIDGE VENT FOAM 9 LL CAP 0'-0' FIN. FLR Lod'-0' FIN. FLR. ____________—_—_—'—_—_—_ — — — — — — — — ems STONE vENEER LEFT ELEVATION WALE. 1/4' • 1'-C' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS / OFF -RIDGE OFF -RIDGE T s OFF -RIDGE VENT 12 S OFF -RIDGE VENT FOAM CAP s� 0'-0' FIN. FLR. STONE VENEER RIGHT ELEVATION SCALE, 1/4' P-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS A t 6 N 1 T 1 C T 8 Grown 144i N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA S: 0003325 E1,,,,,, l momwumv. ae LOT SILVERADO LOT #8 BLK. #14 PROJECT 03719.000-08141 MODEL: "2558—HAWTHORNE" GARAGE ETRNG: RIGHT PAGE: LEFT & RIGHT ELEVATIONS "B„ 150 MPH B RRC ELECTRICAL LEGEND SYM. DESCRIPTION -A! DARD SWITCH -4 Y SWITCH i Y SWITCH ER SWITCH HE BUTTON MOLE RECEPTACLE (125v//0-AMP RJGLE POLE) =0 10V DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (EWIPPED TH GROUND FAULT TERJPTER/TAMPER RE616TANT TYPE) I0V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOF/GFI CEPTACLE (GROUND FAULT ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -0 EDICATED RECEPTACLE 1-0 L MOUNTED LIGHT E MG MOUNTED LIGHT ANT LIGHT CE OOD LIGHT FAN WITH LIGHT (I CFM PER 80. FT.) 898 BULB LIGHT FIXTURE 8.498 BULB LIGHT FIXTURE 49000G I'SUL15 LIGHT FIXTURE • TRACK LIGHTING TTIC LIGHT WITH FULL CHAIN ?_{ DER CABINET LIGHT ® x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE OUNT) 'x4' FLUORESCENT LIGHT (RECESSED) O CESS LIGHT • CESS LIGHT (VAPOR PROOF) ILMG MOUNTED LIGHT WITH J-BOX R OPT. FAN KID -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) (LING MOUNTED FAN B FAN (I CFM PER SIA FT.) JACK tQ OKE DETECTOR (WALL MOUNTED) OO DETECTOR (CEILNG MOUNTED) TV V JACK SB PORT LOCAT ON OF TOEF! ET ! FANS BRIED• HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 ! 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FDCR 1th EDITION (211O2m) ! NEG 210.12 2®Il EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR Nth EDITION C2O2m). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR.1th ED (2020-1 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FISCR 1tH ED C2Ls2m). . Al I I AMF°A AUAI I NRO ACI C/'TaPI RY Ill F]CEP r- - - - - - - - - - - - - - L—F, I I I I I PRE -WIRED I CLG.FAN BEDROOM `\ L------- J 1 CLED AN METER FIELD VERIFY u PANEL u OUTLET BATH 2 FOR IRRIGATION TIMER GFI CLL& I %.= W.LC q ®S/CO ,Q/CO II II GREAT ROOM PRE -WIRED 3� �\ CLG.FAN \ I l ` WP GPI / CL�---- a CAFE PAN I I � �Lq I 1 LED LIGHTING LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ SINGLE LAV. ® SINGLE LAV. BATH I BATH 2 BATH 3 QPRE -WIRED CFI• CUTLET CLG,FAN 44'AFF. i / BEDROOM 2 1-1 1 / 3-C R I GARAGE I I I $TOR I CFI. LIGHT ! Y1 SWITCH L �' F IN ATTIC GPI CLG. OUTLET n LAUNDRY-' I I CFI• y, 44'AFF. �'• 1 I I rr/ Ps. FOR CHIMES El 1L V FOYER I I I I I I I I I I WP --- GFI BEDROOM /"- L L I I I PRE -WIRED CLG.FAN i (BATH LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE RD2 HOUSEPLANT 2015 MODEL 2005 BO.FT.GENERALUGHTNGX3VA,PERSO,FT. Siam 2 20AFWAPPUANCECIRCUITAT1500VAEA 3. 1 LAUNMYCIRCUITAT y 1 RANGEATNAME PLATE RATING ORCOOKTOP/OVEN 1 WATERHFATER1 DISHWASHER1 CLOTHES DRYERI DISPOSAL JID 1 MICROWAVE I REF. sUBTOTALOFGENERALLOAD FIRST IO KVA Of GENERAL LOAD AT 300% REMAINDER OF GN ERAL LOAD ATMBi 26935 VA.% 0.A 1NO TOTALNETGENERALLOAD 2 /TON HFAT PUMP 1117AAMP X 24DVA 6 IOKW ELECTRIC HEATAT 63% NETGENERALLOAD 2061 NET70TALNEAT TOTAL WAD 33' FUTURE &TH 10 % Sm. CALCULATED WAD FOR SERVICE 37,217 VA/ 2C0 V.155 AMP 2W AMP SERVICE RE LNRED W9.TF: AMMEARMSERVING HABITABLE RECEPTACLES SHALL SEARC-FAULT TYPE PER NEC 21032REOUIREMEN3S. NEUTRALCALCUUT10n: UGH%NG, APPLIANCE, LAUNDRY WADS: 1/.283 VA 3000VA 0 =%, REMINDER 0 35% NETWAD 6, VA RANGE: 32A0 qM 8,e0p VA DRYER: %OD0970% 3,500 VA TOTAL IUD VA NEOTRALAAWACIW: 18,40/200=78A M2 ALMINIMUMNEUIMLCONDUCTOR. QSp L PRE -WIRED CLG.FAN BEDROOM 3 PRE -WIRED FOR COACH \ LIGHT 3 I PRE -WIRED CH ET 1 I I II I II II II II II II I II II I II II II I I i iP"L-WIRED FOR COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' PROVIDE 3 2/0 CU. I % OU GNO 2" CONDU PROVIDE 3 410 AL, I R! AL QND N 2" CGT (CONDUIT TO TERPSNATE AIDOVE /OR9T • 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTE& A FLECTIRICAL MATERIALS AND INSTALLATIONS SMALL COFTLY WTM EL.ECTFOCAL PROVISIONS Q M COM.TION SERVICE DISCONNECT 200 All 20/240 VOLT I PHASE MID THE ®aR TTH EDITION nmel- LOCAL CODES, AND SwTCW AND ELECT( PANEL ALL LOCAL POWER COMPANY REOWIEE'S4m IN MITER N /EMA R ALL CONDUCTORS SHALL BE TYPE THWHAWW R! ENCLOWIIE UNLESS NOW Or ERLRSE. ® FOULER GOMPNNY TLLEP•NOMt CAEI.E SERVCE TELiVIS10N EN7TNANIOE SERVICE E[ilr9'� EGIRP' N' NTERSYSTBN DC1mN0 TE091NAL AT GRADE LOW VOLTAGE CONECTIONS PROVIDE 200 AMP, W441P VOLT,1 PHASE — SECONDARY ELE=PUCAL SERVICE PROVIDE 3 4A0 COPPER (W1 N 2" DW SCHEDULE SO PVC CONDUIT OR PROVIDE S R4A0 ALL11NUM (AL) N 2' DIA SCHEMLE M PVC CONDUIT UNLESS SERVICE IS PROVIDED DY THE EXCITING COMPANY. COORDNATE WDH THE ELECTRIC OOpPANY PISIOR TO DID. 1 R! CU SERVICE GROUND 0014145 ED TO CONCRETE ENCASED POOTER STEEL RR ELECTIECAL PROVISIONS Or R3eR 113I EDITION r3eDe1 &W* DIA X 0 PT LONG COPPER CLAD GROUND ROD A R C N I T 1 9 T S 6 Groulo . 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-7744078 www.abdesl8agrOuP•Ocm AA S: 0003325 �amm, aysasv eE IAT SILVERADO LOT #8 BLK, #14 PROJECT 03719.006-08141 MODEU "2558-HAWTHORNE" GARAGE Bfr/ING: RIGHT PAGE: ELECTRICAL PLAN 150 PH B H5 L—J > O r---------------- I I I r H 0 I I I I I L-- I i m m I 1 i I I I I I I C 1 I L---------------� I \� r---- I I I C I I I I I —� I I � 1 I I I � ii I i I I j I I II ii ul l i I I I I I II I I I I C II I I I I I I I I I I I I I I I I I i t Fl_ Ell I I I I I i Il'_0• t l i i I I '-'I' I I I I I I I I I I Ell 12'-II' -- 15'-3' 2' VTR KITCHEN SINK — — — I _ W/ AUTO VENT 2 > 2' VTR 11/2' �• 1 2' y R I I LAV. 1 3' I LA L I I 3. 3' I 3 . L V{ Yt l O 3' 3' SH 3. L14V I 18HWR ------ Q O ------WASHER 2 T� HD = TO MAIN PRE -PLUMB — L.T. PLUMBING PLAN SCALE. 1/4' • I'-0' PLUMBING RISER NOTE, ALL PVC PLUMBED TRAPS ARE TO 15E 'P' TYPE. 'S' TYPE ARE PROHIBITED. Grou i gn 41 N. RONALD REAOAN BL1 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.eom AA #: 000332E mulmV. Ae LOT SILVERADO LOT #8 BLK. #14 PIlOJ>cCT 03719.00 - 08141 UODEI "2558-HAWTHORNE" GARAGi2C SVnNG: RIGHT PAGE: PLUMBING PLAN 150 MPH E . B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL DE 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 ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 9. ALL FLEX DUCTS SHALL BE APPROVED UL I& CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'ITN EDITION (2020) 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. 1, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY OIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TR INK BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL MECHANICAL PLAN SCALE: 1/4' " 1'-0- SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.G OPTI/SPEC 1 FL00R SLAB CLEAN -OUT (TYPN) COUNTERSINK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT TY�PI'M0 SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) VXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBGR TTH EDITION (2020) MECHANICAL BLOC. CODE SECTION 30.12.4 HVAC DRAINS A A C N I T! C T i Grou��. 3.443. N. NVRALU KtAUM GLYV. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdaslgngroup.com L AA M: 0003325 J IIINIII etMDIV. S. LOT SILVERADO LOT #8 BLK. #14 PROJECT 03719.00t -08141 MODaia "2558-HAWTHORNS" GARAGE 8M►MO: RIGHT PAGE: MECHANICAL PLAN 150 MPH B 2X4 TOP PLATE I1/U' CLG 1/2' DRYWALL SECURE at PLATE TO SLAB W/ IOd MASONRY NAIL • 32' O.G. MAX PRE -FAD TIM" 2X4 WOOD STUDS 024' O.G. SLAM NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL ESE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' Or - FIN. FLR. T � • I 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'-I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905J.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND-/— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 4 O.H. 5' DIA. SLEEVE, DO NOT GUT BOND BEAM• SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM RESARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■1'-0' O LN 'r v KIM R:RSAA Lm as FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES AS PER FBCR 905J.1. WITH UNDERLAYMENT ROOF SHEATHING AS PER FBCR SMJJ. THICKNESS AS PER ROOF 81 EATHING SHEET STE SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER 5/8' GYPSUM BO FASTENER SCHEDULE MTL. DRIP EDGE OR 1/2' HIGH d4i STRENGTH CLG. 2x FASCIA PER BOARD REFERENCE ELEVATIONS PER F1 IEV TION.zl.. STRUCTURAL VENTED SOFFIT BEE ENERGY CODE FORMS FBI! PRE-EN�ift \ WALL SHEATHING INSULATION R-VALUES THIC.KNESB AS PER tlF REFERENCE STRUCTURAL \l_ SHEET SNI. SECURE PER PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE 2x FASCIA PER ON SHEET SNI ELEVATIONS pRE_ENG GABLE TRUSS R-4.1 INSULATION VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/U' THICK 2 COAT PORTLAND S• CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY THICK 2 COAT - 1/2' GYP. ILL. BD. 1/2*CEMENT PO WOOD ISASE PLASTER APPLIED DIRECTLY TO MASONRY FIN, FLR 0-0' FIN. FLRIL G d a ti W/ WINDOW OPENING TYP. WALL SECTION H NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR OF PES 2:12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4�12, A (2�LAAYER UNDERLAYMENT SCALE, 3/4'-I'-O' --- SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 466S TYPE IV, OR ASTM D 6151 IM TNKK 2 COAT - POR1Lc FLMi ftmo polemy TO REra vERncx TRiGIG oY l'IAV. PASTIMW TO TRACK ORACK" cu ROOM= APPROVAL RM CORSR MAO P CMJ SA STRSTURN. POR ICNGRCS}'@R >. PT. WD ATTACK TO NJ. CELL AS PER PRCCWCT APTRpvAL RFQ SEALANT. ■AGTm! ROD s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' FIDERGLA88 SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER PBCR 905.LI. • EA. END ROOF BHEATHNG 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SECURED PER FASTENER SCHEDULE STIFFDACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS MTL. DRIP EDGE iAJc p _ Wp, TRUSS 9. 2x FASCIA PER ELEVATIONS PER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHNG SEE ENEFIGY GODE FORMS FOR THICKNESS AS, PER INSULATION R-VALUES SHEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE 5/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24. Or- 1/2' GYP. WL. BD. a CMU i— WOOD BASE J 0'-0' FN. FLR e• Ora, tl' ee v 4 , W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING r5-"�1—STORY GABLE BLOCK WALL VSCALE, 3/4'-I'-0' A It C N I T L C TE Design6 GP, 1441 N. RONALD REAG BLVD.k LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774v078 www.abdoeigngroup.com AA#:0003328 L4 8 �a >lVHDIV do LOT SILVERADO LOT #8 BLK. #14 PROJECT 03719.00t-08141 MODEM "2558-HAWTHORNS" GARAGE sTU►MG: RIGHT PAGE: DETAILS 150 MPH ft. B Tara 2X6 P.T. • CENTER OF DOOR HEADER GECUN@D W/ (1) V2' X 8• J•ISOLT W 4' MK EMBEDMENT W/ 2' X 2' X VS' U46MM 4 NUT OR UY (2) IR' X S' ANCHOR BOLTS w/ 4' MK EMBEDMENT all 2' X 2' X Vol WA WM 4 MIT- 0��■;a�—ILI9�-- M��C ®I UY MAEONFI' NAILS. ®I DOLT8, W/ 4' M 1 EINDMEM, T1 x 2• x us• UA4SHER . NUT. 1unr. IIN e' OP TOP. (1) UTHIN S' OP THE art (3) EVENLY SPACED. BI 10 Sil I®r NOTES. ALL ANCHORS SHALL M IN ACCORDANCE TO MAKFACTU 1121" INSTALLATION INSTI4NUCTION6 WWERE OUCH IN6TRJGTION6 ARE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT ]X4, WE SECURE TO BLe, UV 3/16' TAPCON6 (MK SWANK SIZE J48 MIN, HEAD SIZE 3W MIN, EMBEDMENT 1 1/4') U TWIIN S' OF EACH END 4 IS' 0= MAX SPACING. ]X4, EE SEGUE TO BLOCK VMS' TAPCONS (MIN. Su4wK SIZE J40 MIN HEAD SIZE 300 MIN. EMBEDMENT I V4') OT14IN S' OF EACH END 4 W OG. MAX 6PAGING. 2X4, BE SECURE TO BLOCK w/ 1/4' TAPCONS (MIN. SHANK SIZE J46 MIN. LEAD Sin 300 MK EMBEDMENT 1 1/4•) UTHIN S' OF EACH END 4 18' O.C. MAX SPACING. 2X6. ® 2X6, ® 2X6, = SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK 1102) D/16• TAPCON6 WKa) D/16• TAPCONS UYTZ) 114' TAPO" (MIN. (MIL SHANK SIZE 146 (MK SHANK 612E Joe SHANK 812E J46 MIN. MK HEAD SIZE 300 MK MEAD SILL 3" HEAD SIZE 900 MK S' CMAJ MK EMBEDMENT I 1/4') MK EMBEDMENT 1 114') EMBEDMENT 1 V4') WITHIN S' OF EACH END 8' CM UTHIN S' OF EACH ENO 6' CM UTHSN S' OF EACH END Ix4VJ• DRYWALL 4 W OG. MAX SPACING. ( IS' = MAX SPACING. 4 W Or_ MAX SPACING. S' QMU SE P.T. TN 6/4'X4' MK VS.' DRYWALL I/J' DRYWALL VV DRYWALL EXTEND TIRO) I TOffi 4 I'X4' axa t2� 7XS. ® 7xS. EXTEND i-I/4' INTO ❑ P.T. NAILER SECURE TO BLOCK I'M SECURE TO BLOCK ❑ 1"K4' SECURE TO BLOCK F I'X4' BLOCK UV 3/N,' UW2) 3A6' TAPO" P.T. NAILER UVl2) 3A6' CANTONS P.T. NAILER WK]) V4• CANTONS P.T. NAILER TAPCON6 DOOR C,48ING (MIN. M44NK 812E US, TA6' ODD, X 4' MK (MK SHANK SIZE JO DOOR CASING (MK 614AM SIZE .48 (MK SHANNK SIZE J46 MK HEAD 612E 300 M N. MEAD SIZE 300 MK HEAD SIZE 300 1/16' ODD. X 4' MK MK 1#AD SIZE 300 MK EMBEDMENT 1 V4') DOOR CASING MK EPVIEDI"QIT I V4') MK EMBEDMENT 1 V49 MK EMBEDMENT I-I/4' WITHIN S' OF EACH END UTHIN W OP EACH E D UTHIN S' OF EACH END DOOR CASING WITHIN 6' OF EACH DO DOOR JAMB OR WINDOW 4 Ib' OG. MAX 4 W O= MAX 4 W O.C. MAX DOOR JAMS OR WANDOU 4 IS' O.C. MAX SPACING DOOR JAMB OR UI600W ATTACH TO aX PER IN"AC� DOOR JAMS OR WINDOW 6PACANG. SPACING. MASFACTUE6 DETAILS. ATTACH TO 2X PER ATTACA4 TO 2X PER MANFACTURES DETAILS. MANFACTUDS DETAILS. ATTACH TO 2X PER nANUFActuIE6 DETAILS, NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3/4" OR +6/4" r11IINDOR TO BLACK +3/4" OR +6/4" 2X4, M SECURE TO BLOCK w/ 3)6' TAPCON6 (MK SHANK SIZE AS MK MEAD SIZE 300 MK EMBEDMENT 1 1/49 UNTHIN S' OF EACH 00 4 W OG. MAX 6PACMG. 2X6, m SEGUE TO BLOCK WW2) 3/16' TAPCONS MK 614AW SIZE Job MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') V cm WITHIN S' OF EACH END 4 W O.O. MAX SPACING, V2' DRYWALL 2X0, m I'X4' SECURE TO P.T. NAILER WKa) D/N' TA MK SHANK r--7= DOOR CAGING MK MEAD SIMK EMBEDMU IT14N S' OF 4 10' OG MAX 61PAC W' DOOR JAMB OR URNDOW ATTACH TO 2X PER MANFACTUD6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED V4•) DOOR JAMB TO BLACK +1 1/2" /11RND0T/ TO BLACK +1 1/2" `nJe4a 1R NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/10" r'1111ND A TO BLACK +1 16/18" 2X4. m SECURE TO BLOCK W/ 3/I6' TAPCONS MK SHANK 61ZE Joe MK MEAD 61M 300 MK EMBEDMENT 1 1/49 WITHIN S' OP EACH END 4 W OG MAX SPACM NOTE, STRUCTURAL 2X MUST SE 2)(6, ® ON OUTSIDE 4 SEGUED SEGUE TO BLOCK THROUGH NON-STRUCTURAL UYTa) NIS' TAPCONS 3116' TAPOON MK 1414' MK SHANK 612E .INS EMBEDMENT INTO BLOCK MK HEAD Size 3" MK EMBEDMENT 1 1/41) WT14IN S' OF EACH END S' CMU 4 W OL. MAX SPACING. IR' DRYWALL 2XS. 011111MI SECURE TO BLOCK IIV(2) NIS' TAPO" P.T. NAILER MK SWANK SIZE Job DOOR CAGING MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN 8' OF EACH END 4 W O.C. MAX 6PACM DOOR JAMS OR UPIDOW ATTACH TO 2X PER MANFATTURES DETAILS. NOTE, SWUM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" /1111NDOT1 BLACK +2 1/4" u NOTE, 614111 AS DEEDED TO PWMD JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3" 2X4, m SECUE TO BLOCK IlV WW' TAPCONS MK 614AW 61ZE .MI6 MK MEAD SIZE 3" MK EMBEDMENT 1 1/49 UTHIN S' OP XAC14 END 4 W O.C. MAX SPACIKa NOTE, GTg1CTURAL 2X I"WT SE 2X6, ® ON OIJTMOE 4 SEORDD 66ONE TO BLOCK THROUGH NON-STRUCTURAL W/O) 3A6' TAPO" 3/16' TAPCON MK I-V4• MK SNANC SIZE Joe EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT 1 V4•) S. Cm EUTHIN S' OF EACH END 4 W O.C. MAX SPACING. V2' DRYWALL 1=1 I -MOON CURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB MK GNAW SIZE JO DOOR CASING MK MAD SIZE 300 MK EMBEDMENT 1 1/4'1 UTHIN S' H ENDOF EACH 4 *'OM Max SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') ?rO ]X SECURE TO STRUCTURAL MEMBER wnaR]d UT14IN S' OP EACH END 1 6' TO S' OL, MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPAGTUIES DETAILS. DOOR JAMB TO BLACK +3" NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 7/16" t;11QNDOW TO BLOCK +3 7/18" /atlas 2)(4, li 6E0U111E TO BLOCK UY 1,14' TANGOING (MK ON" 61ZE .14E MK HEAD SIZE 300 MK EMBEDMENT 1 1,149 WITHIN S' OP EACH END 4 b' O.G. MAX 6PACNNG. 2X6, m SEWS TO BLOCK WK2) V4' TAPOON6 MK SHANK SIZE J46 MK HEAD SIZE JIM MK EMBEDMENT 1 V49 UTHIN S' OF EACH END 4 W O.G. MAX 6PACING. 2X/, m SECURE TO BLOCK WK2) V4' TAl'C:ONS (MK SHANK SIZE J48 MK READ 612E 300 MK EMBEDMENT I V4') WITHIN S' OF I ACH END 4 IS' O.c. MAX 6PAGING, NOTE, STRUCTURAL 2X MAT BE ON OVrSIDE 4 SEGUED THROUGH NON-STRUCTURAL W*' TAPCON MK 1414' EMBEDMENT INTO BLOCK L—J S' cm VJ' DRTLIALL I X4' P.T. NAILER I' P.T. X 4' MK r DOOR GAGW. DOOR JAMS OR WINDOW ATTACH TO 2X PER MM(IFACTUIES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" n�IIQiDOs A TO BLACK +3 3/4" A R 6 0 I T 1 C T I 1 6 Grown 1441 N. RONALD REAGAN BLVD. LONGW000 PH; 407LL.2.7c5 FAX 408 www.abdelom AA #: ounn amm. 9UDD SILVERADO LOT #8 BLK. #14 PLtO"=T 03719.00E-08141 HODLCIA "2558—HANTHORNE" GA %A01c SWING: RIGHT PAGE; DETAILS 150 MPH M. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLi MANUFACTURER CATEGORY DESCRIPTION VERSWN EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 33872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/33/2021 30456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 30456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 30446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 30446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/33/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/33/2021 30531.20 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 3/33/2021 30531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 30531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WAIL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 16644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332•R6 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-R5 MI WINDOWS &DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 1507646 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.24R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 35279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'$" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12J31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/510ELITE 2020 FBCR 12J31/2021 239565 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOORw/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-'TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 1075&RB OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31J2024 1521E-118 OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/33/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 1319246 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13265-IK JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.3 CASTCRETE STRUCTURAL UNTEIS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 A R C M I T R C T i GrouP"t�a Desil±n 1441 N. RONALD RTAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774�8078 FAX: 407-7744078 wwwsbdesigngroup.com AA #: 000332B oil IltTlsDIV. Ie LOT. SILVERADO LOT #8 BLK. #14 0 719 00�-08141 Moasr- "2558-HAIITHORNE" dAltAd>d >sTlDtd: RIGHT PAd>III PRODUCT APPROVAL LISTING 150 PH EXP. B PIREPOR RED CONTROL JOINT ,I}A16E Q CONTIRU2L JON(B TO OE AX TIAX TIED TO LATH • S' (VERrN. tit DO NOT M NOTN CONTROL JOINT TO EVE WELL EVEN F STUD EXISTS I-T eEYOED E)cCEPT STAPLES Iw �GtIRE TEMP CONTROL JOIOI O • DIUIINS INSTALLATION —\ PASTl4ERS TO ME •PACED • I' OC. MAX VERTICALLY LASCK 31 COAT CCMENT \/ WM LAYER 9, ►ORTIPMER OWLOWS PAPER A" -ROAD METAL LATH FASTENED 01' (VERT.)OC. MAX AT SUPPORTS WID LAYER q, STUCCO HUMP LOW BERATING AN m I m LATH BHIALL BE CONTIERJOUB TWIROUGFi GONTII JOINTS OUT as STOPT®M TED AT EACEI NDE PER ASTM CIO•S PLACED PLAT MAX 6' 6 PLACED PLAT Max r' TO •• FROM CONTROL JOINT WEN \ CONTROL JOINT PALLS ON FASTENERS FOR LATH TO ME NAILS OR\ �. i / STRUCTURAL STUD STAPLES N COMPLIANCE W/ ASTM C••R 1. WIRE TIES TO BE (NO. W C0416• WINE / — H. MLOCKNG SHOWY MAY BE N ADDITION \ ro WALL SILOS REGINRED PER PLAN OL TOLD I�YO . R. A f L POLD t41AW PT. A :. QWMB a Pr. B i CNIAN a Pr. C OI. FOLD IBMIO-PT.A :. eJSAII . PT. s wLD w ® LPOLD eBIV�ePLA I. CNIAIB a Pt. C a POND PT. C own Pr. S TLL Pr. C Twom M Y OCTPoM P.Ius W1TB. TAPIR W4L POI D.02 E•LOff. NOTE, APPROVED OJILDNG WRAP SMALL ME LAITED A MINIMUM OP V • VERTICAL LAPS (RD" ENDS) N •• • HORIZONTAL LAP•. ALL SEAMS NEED TO W TAPED WATH PORTIMER SHEATHM TAPE / r rtN LM a rtiAl uTH \ H�`iNe� .DTa nolP . Wll NTE..CTIOHE LATH VERTICAL LAP TO BE 1' METAL LAIN am LATER'L STUCCO WUEAP • T. / I WRp LAYER 9, FORTFIBER \ OUILDM6 PAPER � I J( LAP 2 SCALE,111R tlOTSl SIDE LAPS OP METAL PLASTER BASER SHALL BE SECURED TO PRATING MEFblRS THE Y SHALL OE TWO METIEEN SUPPORTS WITH 0041E-N. (ul-FM) WRE AT INTERVALS NOT MORE THAN S' (221-MMA AS PER ASTM CIOSA ® KICKOUT �„1ROFTEAM IN WO IR6 AYERS. TEARS DETAIL MAY ME PATCHED UIVICUSE URAP TAPE PER MAUL. SPED OR PEEL 4 STICK on MEATHNG PAPER STUCCO il' THICK 9 COAT CEMENT PLASTER FETAL LATH WRE LAYER 9, PORrFIBER BUILDING PAPER INSTALL FASTENERS (CLIP%; STRAPS, STAPLES) AS REGU"MD TO SECURE PIPE/ WIRE TO FRAMNS WS LAYER % STUCCO WMP WS LAYER 9. PCRTVMM MUILDING PAPER METAL LATH i'Wr• SELF -ADHERING MEMBRANE R-46MM OVER 4'x4' SELF-ADHERNG MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. ILdMNIN6 t0 Bo(Ifflb ONTO PIPE V COW MEAD OF SEALANT INSTALL APPROVED MOUSE~ AIR I RLTRATION BAPOOM OVER SHEATHING ELASTOMEING COATING OVER STUCCO/ C.Y. FINISH IEEE TYP WALL SECTIOJ SECTION PER 5ECTION If I of po oemem pe0e ler ft a ith erwn comply wrncetl 18 nqumrte of ASTM a M C C g2&18b. Irnblletion of exNdor lofting end fmn*,g 0.0 comply with ASTM C 1083-19., or ASTM 1787. APPROVED HOUSE UUTAP. R.ABHNG TO CXTB o ONTO P"PR 1' OR LESS PIPE CUT AID OVERLAP ONE BIDE CF—� SMY-ADHERING MEMBRANE PLASHING STEP h WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) r LAP WRS TAPE OVER IQlX]F/1IJeI I SCR?FFT] Z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE NTS 4• T LEGEND WRAP MATERIAL) OVER 4'wt' SELF -ADHERING MER'ERAE PL.ABMM OVER APF"OVED HOUSE WMP. FLASHING TO EXTdD ONTO PMB CUT AND OVERLAP ONE SIDE OF SELF-ADHERNG PRIMER" PLASHING DRAINAGE PLANE (WR5 LAYER $11, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -f/Pro ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A A C N I T L TnGru1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.00m AA •: 0003325 a summ a Loa': SILVERADO LOT #8 BLK. #14 0 71-08141 WMODZX t "2558-HAWTHORNE" QAi AOX OMMO: RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH ZXP. B INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, BIDE(&) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEMEJCE OF FLASHING TO BE, L BOTTOM, 2. BIDES, 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND — BIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT I WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON qLL SIDES. Yi CAULKING 6 JOINT I ALL ,M®Ot1ND iPER SECTION Exterw Isom end plNrlbrirw BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. 1 ` Installation of exterior lathing and framing 1 .YC shall comply with ASTM C 1063-19a, I ik or ASTM 1787. WRB LAYER N, STUCCO WRAP I HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD jLA THING L STUCC4, FDRTIFIBER BUILDIPER ul�aD CONSTUCTION —METAL LATH S' CMU VINYL CASING BEAD 6' RAISED BAND V TOV nue-uw i 6' MDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STCNE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 1 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I V SELF ADHESIVE — FLA8HING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' EVENT PENETRATION tl SCALE. NT.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WRB LAYER w, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER THICK, 3 COAT CEMENT 76' TO Ns' MID -WALL WEEP SCREED �--6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 >R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LAR13ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO WRN HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE TP FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD 814EATHING LAYER M, STUCCO WRAP LAYER V, FORTIFIBER BUILDING PAPER METAL LATH WOOD laN coNeTcneN . , �FMIeH* WOW FASTEN TO WOOD STRK:TURM. MEMBER • 1' OL. MAX w CM A' TO )j'MID-IIIALL 6' MO! STRIP SELF .., ADHESIVE R A64M6, CLEAN MASONRY BEFORE APPLYING V FINIeN • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 7, STUCCO WRAP 9 APPLY ELT _ GRADE 'D' FELT OVER SELF -ADHERING FLASHING: OVER APROVED FIOUSEWRAP STEP #3 S' WRB LAYER •1, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER o2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) „ METAL LATH STEP S STEP #(o n ELECTRICAL RECEPTACLE WOOD 614EATHM WOOD —� CONSTRUCTION V HAT CHANNEL W TYPE 'X' DRYWALL 000 SFEATHMG WRID LAYER 9, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 9,_X STUCCO WRAP AMIGO AMi6-WFWIC-TS® " CUSTOM CASING BEAD WRB LAYER 4, FORTPIBER 15UILDNG PAPER i' THICK, 3 COAT CEMENT PLASTER 6' SAF. E TOP OF WEEP SCREED TO 814EAT14NO BEHIND WEEP SCREED W SELF-ADHERESIG PLASHMG WRAPPED • TOP OF WEEP SCREED TO 614EATHHO BELOW \� WRB LAYER 9, STUCCO WRAP yC 'I WRB LAYER 4, FORTIRBER BUILDING PAPER t 6' SELF-ADHEREING FLASHING WRAPPED ! • CORNER OF CANTILEVER 1 y" NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL.® CANT. SCALE: 1 1/2' • 1'-V NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL WE' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH II' THICK, 3 COAT CEMENT PLASTER 1 WOOD CONSTRUCTION RESISTIVE 9 RESISTIVE 02 i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (8HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RE816TIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 J' THICK, 3 COAT CEMENT PILASTER METAL LATH WOOD SHEATH11402 HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66MES ONLY) !'XT. WOOD PRAI'EC BALL SW A.00R DECKING PRE-EN6'D TR)SG WEATHER � n J' TWK R3 COAT CE W METAL LATH WOOD SHEATHMG— (SHOWN Pam CLARIFICATION OP SEPARATE AC 000110E6 QY.Y) I IDRERIOR GRAD[ Yi GAP FOR BACKER DRY BALL ROD 4 SEALANT — k THIS(, 3 COAT ONMENT VINYL CASING BEAD PLASTER WATER PROOFING Iet- - LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GAL V. FINISH LATER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 GEALANT, if, MIN STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Y♦' GAP FOR BACKER I )f'XI is P.T. OR ORIR, TED ROD " SEALANT WOOD (TREX) FILLER CONTINUOUS yINYL CdBING �m WATER PROOPING 13t' r WEATHER FC616TIVE LAYER (2 LAYER PEEL s BARRIER 9 STICK) WRAPPED PIFa BALCONY DECK TO DER RESISTIVE CANTILEVER"'"a+'� PEEL 4 STICK a DECK MEMBRANE, I;P EDGE TO DECK EXTEND OVER DRIP GUB FLOOR EDGE ►1cam 3' X 3' 26 G.A. GALV. METAL DRIP EDGE GET IN PULL BED OF % P.T. OR WILL A GEALANT,)P MIN WOOD (TRD0 FILLER GPAOE FROM DRIP CONTUBROW6 PACE TO TREX �,)j% X* GAP FOR VINYL CASING MAD ROD 4 SEALANT WATER PROOFING Mt PINIGH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL " STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT OHAFlEL CANTILEVER I' THICK 3 COAT CEMENT PLASTER METAL LATH SHEATHING 1 IWTEXTURED t PANTED 6ARtlER M FINI6N WEATHER RE J! TW R3 COAT CENT BARRIER IER 12 I VNYL COIEER BEAD n�r.� ��E — - — (SHOW FOR CLARIFICATION OF SEPARATE ACCEG6ORNS ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2LUMN SHEATHING FATHER RESISTIVE AMER EA\TIR RE815TIVE ARRIER 91 BAP. \ -EEL 4 STlfx I JWxV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 11f' X 3' 26 CA GALV. METAL DRIP EDGE SET IN FULL BED OF PEEL B STICK ®&JIB FLOOR I lfxl 8' P.T. OR SIMUL/ WOOD ITREX) FILLER CONTINUOUS Ys OAP FOR SEALANT OPT. BACKER ROD. - MIODIFIED 90 3/4 RESILIENT HAT C 4ANJEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER TREX WEATHER RESISTIVE BARRIER 9 UEAT14ER RESISTIVE BARRIER @ �`°L�" COLUMN COLUMN SHEATHING LE G E N D 6' 8AP. 1)6'x3' V PLASHING DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CE11IIT LAYER 01, STUCCO WRAP) I x 3' 26 GEDW METAL DRIP EDGE WRB LAYER N2 (FORTIFI5ER — . — , _ , SET IN KILL eEWALAN ,J6' MX BUILDING PAPER) SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD METAL LATH X—X—X—x WATER PROOFING lot LAYER LAYER MEL • !WRAPPED STUCCO STICK) FROM BALCONY DECK TO CANTILEVER WOOD OR 1116' ZIP WALL i' THICK, 9 COAT CEMENT PLASTER SHEATHING METAL LATH WOODGHEATHING 4' POSITIVE DRAIN WEEP SCREED SELF-ADHESIVE FLASHING — — — — — -/ / (GHMN FOR CLARIFICATION OF VINYL CASING 15EAD -/ SEPARATE ACCE86MES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING SCALE, NTS WOOD SHEATHING 2x FRAMING MEMBER ]' THICK, 3 COAT CEMENT PLASTER 2 I/2' e-rs_uoe r4c_en FASTENED TO 04EATWNG • 1' O.C. MAX. 1; WRB LAYER 9, - STUCCO WRAP WOOD 6WEAT14MG METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER spqRNER BEAD ® FRAME 2 1/2, ak- CORNER BEAD (FASTENER 4 SPACING m 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK WRB LAYER 9, STUCCO WRAP WIRE, LAYER 62, FORTIFISER BUILDING PAPER-1 METAL LATH --� i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING i WINDOW FLANGE WRB LAYER -2, FORTI BUILDING PAPER — METAL LATH \ ' J' THICK, 3 COAT CEP PLASTER --` &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 1rJB CASING BEAD ® WINDOW FRAME, NO BAND) WOOD SHEATHING WRB LAYER W, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH LODED 1J' THICK, 3 COAT CEMENT FOR PLASTER rA R C R I T R C TRf 6 GMD lagn 1441 N. RONALD REAGAN BLN LONGWOOD, FL 32760 PH: 407-7748078 FA)(: 407-7744078 wwwabdesigngroup.com L AA M: 0003325 IIN �a V GAP TYP V THICK 3 COAT CEMENT WOOD SHEATHING GdTO TRIM IMAD MASTER ATH LEGEND � IX TRIM MEMBER WRIS LAYER h, • STUCCO TO STUCCO WRAP SIDING TRANSITION WIRB LAYER Q, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING PAPER LAYER rl, STUCCO WRAP) IIIRB LAYER 4, FORTIFIBER SIDING WOOD SHEATHMG — — — — BUILDING PAPER :£ a „ �t WRB LAYER 02 (FORTIFIBER WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH X—x—x—x j' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER S�YWRAP S� WRAP STUCCO PLASTER 1 BUILDING PAPER 6'SELF-ADHERING 1 CASING BEAD WOOD OR 1/I S}HIP HIND FLASHING � METAL LATH 1 77` THICK, 3 GOAT CEMENT 6' SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED EXPLODED 8 FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) CASING BEAD DRIP CAP 3 GOAT CEMENT (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRIS STUCCO YIIEA�R4P METAL LATH ; VINYL ANGLED wow �T�TwN I I CASING BEAD BEYOND 6NSAT4M A WRB LAYER 4, FORTIFIBER f 7>4 NMStIVE BUILDING PAPER VINATHM FWANSTIVE I WINDOW FRAME ,( I METAL LATH " �` '■ iR LAPWRB LAYER 02, FORTIMIDER •'�: ufirFlenleAL ewua �� I FL° I BUILDING PAPERASWM ; J' THICK 3 COAT CEMENT �■ R -� I-� PLASTER "• '' < 1 WE T MFROWNe I E-2 BEAD VINYL CASING ■ / \ A MATHER RESISTIVE I (W/V FLEXIBLE PVC BACKER ROD) I 6'SELF-ADHeTARTER STRIP ERING �+ ,•J I \I \\\ � enwlaeRE I I FLASHING 1 r LPFLAGNM YP METAL Fefen+c I I 1 METAL_ DRIP CAP k Cti \ z� Imo i i VC WRB LAYER'!, STUCCO WRAP, i Ix r S A�T WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE rlerl I ; CASING BEAD ® WINDOW ` ` r xr r I e' SELF ADHESIVE FLASHING 1 / e�bOD TRRT�R I WOOD SHEATHING FRAME, W/BAND) 15C 2XM�R \ DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY 0 BLOCK TO FRAME -------------------------------------------- 9 TRANSITION ---------------------------------------------------------------------- ------------- --- -- V4' GAP TYP }' THICK, 3 COAT CEMENT ' CASING BEAD PLASTER WOOD SHEATHING NOTE: ; SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION METAL LATH R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. I I PER SQ. YARD (UTILITY OR NOMINAL I WRB LAYER S2, FORTIFIBER WRB LAYER 01, LATH DOES NOT MEET SPECIFICATIONS) WINDOW FRAME BUILDING PAPER STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING WRB LAYER 42, FORTIFIBER BEYOND �T TI°" r• GW-A,DHEIgM i i BUILDING PAPER FLAGWM SWRB LAYER 01, I ISTI„e I J' THICK, 3 COAT CEMENT I STUCCO WRAP i\ MATHHEER,F10TOSLTAP PLASTER ' MATHER WSIST" i r' Mu A00A TOP V Vi OF 7' PLA64NM WRB LAYER 02, FORTIFIBER �1(�'x�`Yk'LAPSIDRIb ��' i qg 1 I I VINYL ANGLED IRwr AADLIaeRnfa \An=R Re6teTlve , UJRB LAYER fl, BUILDING PAPER 1 ewlaelRe, CASING BEAD \ / �TSTI"E STUCCO WRAP VINYL CASING BEAD i METAL LATH STARTER STRIP (EXPLODED J' THICK, 3 COAT CEMENTllell� I I �wAOM METAL b' WIDE PEEL STICK vIE FOR CLARITY) PLASTER I OVER FLANGE ; �� WINDOW FLANGE 6ALV'D METAL YEATFISR RESISTIVE 1 i 'z' FLASNM ISAIY M 9 TO LAP ; E -Z BEAD VINYL CASING 1 1 ' x �pyS T DR aF r FLAAOSNIMfOP I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I e-z eeao v■xL eAsw6 x r S�•�pTep i (uwi• FLexIDLE Pvc / TRA71 RMOeR MEMBER *APPLY FULL BED OF SEALANT BETWEEN DAMN ROD) / •SELF-ADNERMI6 `. i CASING BEAD ® RAISED F`LAeN°EL; m"�'""° �' I FLASNIIJO BUILDING FLANGE BUILDING WRAP 1 �A�F(FRAME) T 'r ` �� '^ OR APrMOVIRIDSEALANT ` WRAP BARIUMR lm'SroTIVE .,- III B PT ER �IIOTIVEL'-0' a-z ecm VINr� rreor, "---------------------------- ----- —------------------ uR:ATNER IQe1STWe NANl1ER 7 Laox Dom) Pvc SIDING FRAME TO STUCCO wArAmot TO �alaTlr: ® FRAME ISAMER Ct6 A E Z BEAD WINDOW C AS I N G 9 TRANSITION Il A A c N I T 1 C T S GDesignr, 1441 N. RONALD REAGAN BLED. LONGWOOD, FL 32750 PH: 407-7748078 FAK 407-774-4078 www.abdesigngroup.00m AA M: 0003326 muzzy as soap SILVERADO LOT #8 BLK #14 0 71 00lo 141 agoromA "2558-HAWTHORNE" aw>tewOz swam: RIGHT PAi0lk WALL ASSEMBLY DETAILS 150 MPH E . B TEMPORAIELT FOLD-tp 1 SCG NOIEEWUP (O CUT IIOIRNRAP TUCK FLM UNO AT AS' ANSLE at HEAD MODFUW 'I' CUT T#r N WOMB~ LINE OF OPENING. FOLD NOI1 APPRDND WOUSEIIRAP OVER WEATHIND OVER WD STD IWLL SLOPE SILL R STEP 1 WALL S' SELF-APWMUO K A04M OviLR VINYL HEAD FLASHIIS (WITH END DAM6)NAS-W ILANSE INSTALL S'- 66F-AMERIMS /LASWM OVER NAS.SS FLAMM JAMW WTALL VINYL CAP EXTEND FLASHING MON FLOMIA FLAWNS DO NOT SEAL EOROM --� FIN STEP 6 STEP 7 ALION ILASIE-S U4 ONE. EDGE OF TILL MO. 13CNANICALLY FASTER F.gND LOOEO. Mw NABS, STAPLES) INSTALL DUFCNT ILEISIISAP AS TIE FLAWI S AT TE SILL STEP 3 FOLD HOUSE~ DOM 1 TAPE DIAO ANAL LVT 1 ACRds LEAD OF woau INSTALL W WDE ADIlSNE - EACKED KJDO N.E K-46MM MATTIRAL OVM DRIB CAP JOMT(PRDTECTO-WRAP ET-Mm a COIN) `AIQl STEP 8 "`� WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS APPLY CC WU(O EOUAL) SEALANT - WSOOW" JOINT. FLUID APPLILD FLA9HN9 (LANDO UNTS-SEAL RC -IS OR EGLIALA SLOPE S" TO Ex IT S TE CONTACTORS mo-cr SIEILTY TO VERIFT THE COMrATISILITY OP ALL PRODUCT! INCLIAPYJ IIOAMPAP, MALANTS 1 SELF-APHMOO K AMM MATERALS USED C&PING CONSTRUCTION. S. INSTALL ALL MATRON" PER MANFACTUMM UU7711 t 11PECFIG4TICW IEALANT6 MAY REACT ADVERSELY F NOT C,DMATOOLL CLEAN AND SEAL JAMB TO SILL JOINT& WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPALIR SCHEME SNOLLN SHALL OE ITTPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING rAL INTERIOR PERIMETER OF WINDOW WITH ALANT L IT 18 TIE CCWACTOM RESPOWIEILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS IMMMI G SEALANTS 1 SELF-ADIER/S FLASNNO MATMIALS USED OWNS CONSTRUCTICK I. NLAGNI S AT EXTMDR WIDOW! AND DOOR OPENISS WALL BE INSTALLED IN ACCORDANCE WITH MANIFAL'TIINER'S INSTALLATION IIVSTRICTICNS AND APPROVED METHOD U OF FW RISAW U IN ACCORDANCE UITH FEESTRATICN MAMFACTIIIER► WTA.LATICK AND FLASHING WTRICTICNs. UISfiNt& SEALANTS MAY REACT ADVERSELY F NOT COMPATIELE. WALL FLASHING INSTALLATION 13 DETAIL MASONRY SCALE- s/S•.I'-o' NNE A 16 N I T! 6 T I Grown .vasty as LOT: SILVERADO LOT #8 BLK. #14 0 71 00o-08141 acoassl "2558-HAMTHORNE" �1ARAOX OWING: RIGHT PAdao WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 XPH EXP. B / \\ - - - - -- 2x6 SUB-BANb -" W/1'x4' NOTCH a END, WRAPPED PEEL 4 STICK IN METAL FASCIA WRAP -------------- -------------------- I' �P\ DRIP EDGE I\ 1/8' TEXTURED a f \ I \\ FINISH WOOD 2X6 6M BAND 1/2' TEXTURED FINISH a CMU \ \\ I / / \ a METAL FASCIA \ ' I WRAP 16' FROM \\ ,I STUCCO, IFROM \ - - - -- - - - a WOOD WALL \ —EXTERIOR WALL \\ (FRAME OR CMU) \ \� NOTE: NOTCH FOR 2Xro SUB BAND ONLY ®ELEVATION ®PLAN A 1/V TEXTURED FINISH a UIOOD, 1/2' TEXTURED FINISH • CM 'ETAL LATH { \_WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO URAP(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ,� - gffib%- .! �� ©PLAN B —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) DRIP EDGE METAL KICK OUT -'I/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT eE OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA/*x4' NOTCH a END, WRAPPED IN PEEL 4 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 W/t4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R GO IT It T• Growl. 1441 N. RONALD REAGAN BLVD, LONOWOOD, FL 327S0 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroup.com AA #: 0003325 anm� I wat. as Loln SILVERADO LOT #8 BLK. #14 0 719 0'�-08141 uoaml "2558-HAWTTHORNE" OAttAOM SIM MO RIGHT FAG& WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH QV. B 73'-8" 5V-4" 20'-4" 10'-10" 20'-1" 7'4" 8'-11" 28'-W 25'4" 5'-0" A 23'-0" 3'-6" 8"1. 0. TI Y 4"GONG. FM•i— — — — — — — 4 — — — — — — — — — FM-18X18 SLAB 4 ,2 - w •3112 IF L1 1 0 1.1 I TE itf � I 4 I 0 PVC L — — fM i8X18 CHASE— — — — N -5112"I SLOPE 2" � X �I m I` I -31/2"$ N 0'-0" ( m �I 4 m i 6 3 1/2" Y 28'-T'\` _ rSPERR ro L P / " sue. FFT I I x P� ( I I EXTEND 14" CONC. I J I I °D 0„ �� I SLAB 1 112" I I SLAB 1/2,1 L. J 4 R T'Y pp OF SLAB 91_0„ — — t 3,_0" w 4" CONC. I- I iv a 3 SLAB N'1 I FM418X78 1.1 — 4 � I fV I CWC-12X,2 —I 47, � EXTEND I I SLAB 1 1/2" I EXTE I' ,,? T-4" 7'4" SLAB , /2" w �- x 6'-8" I 6 4" t— FM-18Xp8 I t X N FM-i8X18 - - 013'-8" 44p II x " PVC CHASE ;1. 1FOR ELEC. b II' ISLAND 18'-2" 3 1' 1'1 II 1'1 t e FM•16X,8 FM-18X18 J 6'-0" O/C MAX., TYP., LINO 3'4" 30'-9" 32,_9" 8'-2" 75'-0" SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 WIAXWIA OVER GENERAL 3 1,7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE RNER BARS SAMESIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOPREINF. T.O.F. SHORT LONG 16" CONTINUOUS 1S' (2)#5's hFl6xl8 16" CONTINUOUS 18" - s #51N CURB VARIES 12' CONTINUOUS 12' ( 9 8" SEE PLAN 8" - 1) s 05 IN CURB 24" 24, 12' s ) WS FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. 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. S. 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,E,INDICATES #5 BAR, MINDICATES #6 BAR,■NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 3(", #6.361, 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 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 TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION c x 1 r! c r i GrupOi 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.alldesig- roup.com AA #: 0003326 r '-41 I I 11 I 011111 A[I mm NlMDW. !e LAT SILVERADO LOT #8 BLK. #14 P1tOJECT 03719.00 -08141 MODEL. "2558-HAWTHORNE" GARAGE 8%W0: RIGHT PAGE; FOUNDATION PLAN 150 AH E . B 30' MIN. EACH WAY — MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ^ SL REINFORCING IN GROUTED TEE r• CELL SEE PLAN FOR SIZE AND PACING REQUIREMENTS S Q p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ��• - .+�� os� ¢g Q j IL y L FM OfN 2[ V CMU WALL O 2C S' CMU WALL • . CORNER BARS, SAME SIZE AS LARGER BAR (. I IN FOUNDATION WITH 3a' LEG EACH C� S _ • WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB. - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OFCONTINUOUS BARS + EXT PORCH SLAB" SEE SLAB SCHEDULE SIZE 48 SAR DIA CHAMFER (1-STORY) PORCH SLABW/1@'ISOLATION SEE SLAB SCHEDULE TOP OF GARAGE o. CONTINUOUS STEEL MONOLITHIC I,BAR FOOTING REINFORCEMENT SEE SCHEDULE JOINT (WHERE V ' CHAMFER (2STORY) 16EXT. n 24" W/ 1/Y ISOLATION 4" CHAMFER(1.STORY) 6"CHAMFER (2-STORY) �iAPPLICABLE) zE SCHEDULE M6 30" JOINT (WHERE APPLICABLE) Z a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WXD, BAR SIZE �„ FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY N7 42" AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION 1 SCALE:3/4" 1'1Y' 2 SCALE:3/4"=1'-a' GARAGEg CORNER BARS DETAIL @ SCALE: 311 LAP TOP PLATE A MIN. OF 46" GARAGE DOOR AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT RECESS LAP TO OCCUR OVER STUD - OF WALL W/ PLAN g j N W B• W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W x WALL W/ SYP N WO I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SECUREAB to NEW REINF. BAR 0- SECURED W/2-PART g SPACING. SINGLE BTM. PLATE WEDGE ANCHOR TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH CURB FOR '�7j ^ MASONRY 2" CAPPED d I EPDXY. MIN. EMBED EPDXY 5-,!Y' EMBED. MIN. ®iG' OC UNITS SET GALVANIZED PIPE Si2'0• OR SPH6 MAX. SIMPSON S AT ELEV'. W/FL4NGE 0 BASE p FOLLOW ALL MANE. BTM AND TOP PLATE 0'-01' 0) 0_ SPECIFICATIONS FOR ANCHORS W/ 10d x 1 1,7 b = USE AND COMMON NAILS FILL ALL PREPARATION OF HOLE. HOLES, DO NOT USE 10dzo W Z a, tWo x 3' C SEE SLAB SCHEDULE w SECURE FLANGE TO J 4 SLAB W/(4)1/4" X 21/4' p ac' '�L° +- -0' RECESS AROUND GARAGE TAPCONS TOP OF SLAB .. • � 114 , DOOR OPENING 4" CHAMFER (1STORY) e �� ♦ . SCALE: 3/4"=1'-0" 11 8" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY LAP TOP PLATE A MIN. OF 49' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL AND NAIL W/ 16d COMMON NAILS, 2-ROWS, C'O/C BTM. VERIFY HEIGHT 7 LAP TO OCCUR OVER STUD OF WALL W/PLAN 5 BOLLARD 6 MONOLITHIC FOUNDATION scALE: 3/4"=1'-0 (W/ UPLIFT) SCALE: 3/4"=1'-0" 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 15' O/C STAGGERED. ADDITIONAL METAL LAP TOP PLATE A MIN. OF 49' --may CONNECTORS NOT AND NAIL W/ 16d COMMON REQUIRED WHEN NO NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED to UPLIFT IS PRESENT. LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND W SPACING REQUIREMENTS SLAB SCHEDULE K 2x4 OR 2(6 WOOD BEARING PROVIDE BLOCKING Z [SEE Q +- 0'-0" WALL W/ SYP No 2 STUDS SEE f TOP OF SLAB PLANS FOR SPACING. SINGLE TO _ Q d� a BTM. PLATE TO BE PT. SECURE BT. PLATE SLAB W/10d MASONRY NAIL p PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. m U ADDITIONAL METAL CONNECTORS NOT ZI - REQUIRED WHEN NO N d � UPLIFT IS PRESENT. 0 g' CMU WALL 2 +- 0-11 • ". POURED LINTEL CONT. (TYP.) EQ. EQ. SEE SCHEDULE 6" CMU FILLED CELL (TYP.) �+0" FOR WXD, BAR SIZE TOP OF SLAB IF—FOR SEE SLAB SCHEDULE 2X WALL FRAMING AND BAR QUANTITY +-a-0 SEE SLAB SCHEDULE 1/Y'DIASIMPsoNsrazBOLTss" INTERIOR CURB FOUNDATION WOOD WALL TOPOF SLAB �. . F.S• Z ♦ MINIMUM EMBEDMENT INTO 8 (NO UPLIFT) "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS ANDCENTER eay •' � R WALL AND aPOURED EMONOIETH 1S' O.C. VERTICALLY MAX B MONOLITHICALLY NTH • FOUNDATION AND SLAB I SEE SCHEDULE ° EDULE I� V FOR WxD, BAR SIZE -BAR SIZE �`- AAA«< AND BAR QUANTITY ✓ AND BAR QUANTITY e' VARIES t' L INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO scALE:3/4"=,'a' (NO UPLIFT) 10 FOOTING AND COL. PAD SCALE: 3/4"=1'-9' BLOCK WALL CONNECTION SCALE: 3/4'=l'-a' SHOWER RECESS FOOTER 12 SCALE: 1"=1'-0" G esi MO, 41L N. RONALD REAGAN BU LONGWOOD, FL32780 PH: 407-774-6078 FAX- 407-7744078 www.abdeslgngroup.com AA #: 0003325 SvaaIVi, at LOT: SILVERADO LOT #8 BLK. #14 PROJECT 03719.00t-08141 MODEIe "2558-HATrHORNE" GARAGE 9WING: RIGHT PAGE: DETAILS 1,15VVH FEB DwR 1/26/21 SCALE: 1/4"=1'-0" SHEET % S1.1A A R C N I T R C T R 70'-8" 80'-8" 54'-8" 48'-8" 44'-10" 40'We- 37'-11" 1441 N. RONALD REACiAN BLVD. 35'-0" LONGWOOD, FL32780 30'-7" PH: 407-7744i078 FAX: 407-7744078 28'-8" www.abdosigngroup.com 21'r," AA M: 10'-6" El vlf HI Y 0 N N 14'A" e.$" U El iV 1� V-2" T-0" Y N 4'-0„ o� 4 0 0 4'-0" 10,-0„ 22'-0" 28'-0" 33'-2" Al 40'$" 52'-8" 58'-8" 83'-10" DOWEL PLAN SCALE: 1/4" = V-0" amm ausnty ac LOT SILVERADO LOT #8 BLK. #14 PROJECT 03719.006-08141 MODZU "2558-HAWTHORNE" GAP -*.GM ST►i1T<i: RIGHT PAGE: DOWEL PLAN It 150 JWH FM. B C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM O CLEAN OUT REQUIRED a FOR INSPECTION ai 0`0 FIN. FLR. TIE RTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ZLLI #3 le, 0 #4 24" U #5 30 #6 36' #7 42" HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4"=T-O" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD #4 24' HORIZONTAUVERTICAL #5 3a' Z' 2 REINFORCING #6 4#7 r SCALE: 3/4"=1'-0" #SBARS E-31 i- 8" *7* b � 1 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=V-0" A R O R I T R 6 T• IN GrDesign 1441 N. RONALD R AEAGAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407.774.4078 wwwAbdealgngroup.com AA #: 0003325 Q °N ' A 0 mUDDIV & LOT IN SILVERADO LOT #8 BLK #14 PROJECT 03719.000-08141 MODE t "2558—HAWTHORNE" GARAOE 8WING: RIGHT PADS: DETAILS 150 MPH FjR. B GENERAL NOTES 1.)CODES 11.1 FLORMA BUILDING CODE IIM1 EDIMON. 2020 RE810ENNAL SECTIONS R40228 MSS. .2 FLORIDA BUILDING CODE. ft EDI ON,2020BUILDING.SECRONS1S01262107. 1.3 BIALdNO CODE REOLAREMENTS FOR REINFORCED CONCRETE 9031&14). 1.4 BUILDING CODE REQUIREMENTS AND SPECIRCATION FOR MASONRY STRUCTLAtE3 MA 1021602-16) 1.6 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-16). 2.)CONOTETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT28 DAYS: 2.1.1 PRE-GSTWSTANDNm REINFORCEMENT-40W Ml MIN. 2.1.2 RREA TWPRESTRESS REINFORCEMEWT PSI 2.1.3 GROUTPER ASiNi G]6-300p PSIWMPX.3I8'AOGREGATE,TIO i1'SLIAAP. 2.2 REINFORCING BARS: 22.1 STEEL PLACED IN PRECAST LINTEL AT-1 OF FABMCATK)N ASTMA IWISM(GRADE SO) 22.2 STEEL IN LINTEL AND KNOCKOUT BLOCK OPLACED IN FIELD) A6TMAB1WMiSM(GRADE 2.3 PRESIflESS STRANDBASTM MI$IS]-WRE, STRESS NELIEVED 2N K31 2A DETAIL REINFORCEMENTINACCOR KWTHALI3ST 2.6 M.SW TIMRAST AIDS 6IMLLGV6IPLY WTH Ad STANDAADB. Z.6 04.6 WRE PER ABTA1 g108VA106gM Rv: 3.1 3.1 CONCRETE Mp$ONRY UMT3 (CMN) S CONFORM L ASiM CIO, NORMAL W:IGHT WTH rxNWAR SHALL DO"""M TO 1VESTRENGTH 2"YPE0 PR 3.2 M`LMORT A40ONFdiM TOASTED-270 TYPE'M'OR'S' 3A FU MORTAR R GAT ARE REGUIREO 3A MINWSS AGGREC - Mi. CASO R Y ST E SGTH SIH LL BE E l AND MORTAR THE MTT BE LESS THAN FM • 2000 PSI. MASONRY STRENGTH SHALL BE TME7HISIED BY ENE M STRENGTH METHOD' OR ALTERNATIVELY, By THE'FRISM lE8TMETHOD' WiERE USM REQUIREMENTS HAVE NOT BEEN MET. 4)STRUCIUTAL: 4.1 SAFE LORD IMNLM !"ABLE LLES SEAlUN3 OlBASED4'MRFON LORIDA HAAW ILOW CODE SEMUN OFB'(K1RiA RESIDE !"ABLE ORGOF4'PERRDING CODE- CODE 7IHEDITLDIN3,S CTION2RAL, SECS LOAD DVALL3ORASED A WILNATIONAL CODE TR1EALYSIS PER B131&14 SECTIONO2-10 4.3 SAFE DESIGNER VALl1E8 BUATE CO CENTRA10E31O LOADS FRO313 PEWS LO&14 AND BLES BY M-16 0.3 DESIGNER NG EV MLMR CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY FACE MAKIMIIIA RESISTING MOMENT PNDSIfM ATE d8TM10E AWAY FROM THE FACE OF THE SUPPORT. 4.4 FOR LINTEL LE NOTH VERTICAL EACH SCUD WTHGROUTING MI 'HETHAT EGERTIGTLREN IS CLEAR SPAN EACH ENDOF ROIDE LINTEL 4.1 LINTEL .NOT RE GREATER THAN 2 DYCLFARSPANMUSTBE PROVIDED TEMPORgR1' 6UPPOR7, NOT SE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK Q1 (2)2X8 T_R" 7'-(r LIFT BEAM PLAN SCALE: 1/4" = V-0" F-ARCN IT ECTH-1 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750. PH: 407-7746078 FAX: 4074744078 www.abdeslgngroup.com L AA N: 0003325 y% Ppp 0i v z o BUDDZV. aE LOT SILVERADO LOT #8 BLK. #14 PROJECT 03719.00t-08141 MODEL: "2558-HAATHORNE" CA %AGX 3NINC: RIGHT PACE: LIFT BEAM PLAN 150 AM EXP. B #5 CORNER BAR W130' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10' HOOK 30"TYPICAL #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP.BXB' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGNTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e aO REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 VF' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 67c16" (p 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 I 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. , 4 A ��r1•�O B. UNO COMPOSITE MASONRY BEAM 5 TO BE NOT LESS THAN 76' DEEP. *-o„{t / Pes, N 8X16 DEL. BOND P F QEL� BEAM W/(11#5 BAR BOND BEAM • �\O EACH COURSE T P F • OQG�\� W/(1)#5 BAR.y. BOND BEAMF = FILLED W/ GROUT G 8X8 BOND BEAMTBOND I .��.UUNFILLED GROUT SOLID FRTOP NOMINAL LINTEL TO TOP OT OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IFFILLED BEAM COURSESEE NOTE 5 16-1 T/1 8X8 PRECAST C9 LINTEL WI(1)#6 MASONRY PP�yf��C�HEGIHT FO# #5'S,TOP LENGTH OF BAR OF0 OPENING - 7'CORNER IT IS THIS THATXFXXNIGTilWNINDICATESADOUBLEBONDBEAM INEEWS INTENT BOND SEAM COURSE *OF#5'S,BOTTOM 8X8 PRE -CAST C2BEAM DESEGNATION ANDXF%X-20M/e IMCATESASINGLEBONDBEAM PLACED IN LINTEL LINTEL, W/OSTEEFERIT IS THIS ENGINEERS INTENT TO PLAN FOR LO AND XUXX-1T/1MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX-1T41MMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)143l16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (IK AT HIGHER ELEVATION SHANK SIZE.145 MIN HEA WINDOW SIZE .300 MIN EMBEDME SINGLE BOND BEAM 1/4") 6' FROM EACH END AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 28 (MIN 2 X 3) 23H6 TAP PRE-CAST 1AT• DRIVE OR DRIVE PIN (MIN SHAN WINDOW C SR MIN HEAD SIZE SILL MIN EMBEDMENT 1114) SLOPE FROM EACH END AND 16O.C. MAX. MIN 1-V4" EMBEDMENT 2X8 (MIN 2X3)2�/i6 TAPCON OR DRIVE PIN (M OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCUPPER BAR TO BE PLACE 1/4" 8" FROM EACH END AND SECURE TO SHEATHING /7/16'OSB AND LOWE #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-114" MIN. 2-12tl PER BLK. EA. END N VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 5 scaLE:3a"=r-T SCALE: 314"=V-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I I SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM � II I III G8X8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. SAR(S), AT EACH SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3!4"=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" r A A C N I T A C T A 1 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 >9TJHDIV. Ae LAT: SILVERADO LOT #8 BLK. #14 PROJECT 03719.OUO-08141 MODEL "2558-HAWTHORNE" GARAGE 8WDfQ: RIGHT PAGE: DETAILS %150 MPH FQV. B 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 (Pal) SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER ,aM a �++,e ��,� oRaa� aot m nl w.ewwE rnra.a z+u� mw.awr� mesa I- oaawns .— mwawEe mw. mw.ewwP mesa mw.swree mns wE aaro rnEGsr mw.ewaE czlEs.a ,ma mw.ewrre maa. aam E wv mw.ewEE ca m.a rnw.— a). wrens* mwsw�e mw_a EEEwer mw.ew� rnw. m w.ewwz mr+o.. mw.— mxe.a mw.ewEE mno.. nlw.ewEE mw.. mw.ew� rn�.a mw.aw�re mw.. ,om GRAVITY &yUPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADERR arn� Oioami w� mw.awEE mw mw.awEE mw. rwsr nlwnwnE M ,mm mw.awEE nlaa,.a w+Eusa mw.ewnE mrw. mw.s mw.a Erwsr ma.awa m,as mw.ewEE mw. woao ,mm ,moo Earr mw.ewne rnrb. xws zob mu mw.ewwE mEs-a 11. ea• w,Erwer mw.sww mrw.a e•s EEeusr mw.swEE 1))— 4- eito w,Ewa. mw.awEE mw_a w,e mwswEe pw4 wrewr mw.awnE m,a.a mw.awxE m,a. ans aa• wreuEr M..— (Z.4 Euar alw.ewEE nl w. A R C# I T I C T II G ouo Al N. RONALD REAGAN BU LONGWOOD, FL32750 PH: 407-77460T8 FAX 407-7744078 www.abdesigngroup.com AA k: 0003325 SXMDM AC LOT. SILVERADO LOT #8 BLK #14 PROJffiCT 03719.00 -08141 HODELa °2558-HAWTHORNE" GAMAGS OWING: RIGHT PAGE: DETAILS 150 MPH W. B 7• 0" CJ1 CJ3T--�--�--�— . • k I I I I I I CJ5T I � EJ7T I RIDGE u EJ7T CJ5T I N II N CJ3T I I .r�Q x qryx M yYy NNNNN„ CJ1 N a tlNx M 17 EJ7 =®• EJ7 ✓. •� : ■ear I EJ7 I p�=>m• I EJ7�•>o• EJ7 I k>�•>®• I ER I p+�•�= EJ7_•• 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED EJ7 k as TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED EJ7 TO BRACE TOP OF WALL. EJ7 2X SCAB 4'-0" LONG ATTACHED TO BOTTOM CHORD WITH 2 ROWS EJ7 • e 10d NAILS STAGGERED 4" ON CENTER EJ7 • — - ER ®•-- CJ5 CJ3 N CJ1 N 110 N N M N 1 1 1 1 p N x p R N N I ICI N tl 0 11 N N I I R p p I N II tl N I I 11 Y I I I I I Hol I I I I I R it11 it it1 It N I 11 Y p Y N I NN <N pN II H 0 Lu (L II N H I N N 11 R N 1ll N x tl H N 1 II tl �IRI11 I N _ IIIII■I I I I 1 1 I .1 N N It It N It n n I -II I I I I I I I I I I I N r It p H i I I N N N I I I tl II p I I I p tl N RIfX F I I. u_IL 1u It 11 11 R x A h—f-fpl n n x p zu n i II LI' I I I N r 11 I I w tl II N N N q . I I I N N N x N N N R FRAMING PLAN SCALE: 1/4" = i'-0" N p If �iWF-A 10-i 9 CA q ` I CJ3 II CJ5 :�•®; I ER II •:`�� EJ7 II II ER II EJ7 II •�� CJ5 II II N CJ3 I� n CJi U _ N - �� I I M R I I v II N N I II�N IDGE11 Iqq p peppy NrygY I1p1 R R ppeR III1I'I I I 0 0 0 5 yh FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE. GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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. 10. PLACE 20 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST F' FROM THE CENTER OF THE COLUMN. ARCNITECTS Grpousl,n 1441 N. RONALD REAGGAN BLS LONGWOOD,FL32T60 PH: 40T-T74-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 I� a SLTHDIV. Ie L07 SILVERADO LOT #8 BLK. #14 PROJECT 03719.060-08141 MODEU "2558-HAWTHORNE" OAIiAGE EWMO: RIGHT PAGE: FRAMING PLAN 150 MPH QV. B k4l) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS 142) SIMPSON HETAi6 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND -EVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) iOd x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS JITH (12)16d x 3 k" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 112 SECURED W/ 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4', 6', W x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, LT70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) Q , �, TYPICAL TRUSS/ ilk"'"' I" I" GIRDER CONNECTOR(S) BFAIEB BAa0BID01C 7HOWN 45DO 3/4" WOOD PANELS 8000 (2) 12" WOOD PANELS 60 (2) ill" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 56' GYPSUM BOARD OR 1/7' HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. 80. 4 I -JOIST CONNECTION L.B.W. SCALE: 3/4"=T-9' (NO UPLIFT) NOTCH DEPTH 1/4'D OLE EDGE >5/8" HOLE DIAMETER 211-D SGL. STUD OUTER 113 OF SPAN ONLY HOLE EDGE >5/6' OLI BTM. HOLE DIAMETER PLATE <3/5•D DBL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 12"=1'-01 12'=1'-0" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/1VALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #27'x 4",. 6", 8" x 4V0MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. L--A�l) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) 1' x 5" TITEN HD TO CMU AND (12) SOS }'x 2 }" TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH IXZ 2x WOOD FASCIA (2) J' x 5' TITEN HD TO CMU AND (18) SOS J' x SEE ARCHITECTURAL 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) }" x 671TEN HD TO CMU AND (18) SDS }'x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 1Z' O/C SEES SOLID, S.EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) 8B� BACI03M m 1hicKN B 4500 3I4" WOOD PANELS 8000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS BO 2x LUMBER L8TA12 20 GAUGE W/ 1_,2 HOG COMMON NAILS. ® EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK. HTT4 W/ 5/8" AB. WITH MIN. 7' EMBEDMENT TO SLAB & (18)16d x 2-lrZ' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=T-9' A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND(S) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLTIJ-BOLT, 5' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS26-2 G <2400 LBS, U < 1810 LBS W/ (2) 3/4` SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. E - SIMPSON HGUS28.3 G <4800 LBS, U < 1810 LBS W/ (4) 3/#` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL # 1100 UPLIFT SIMPSON - HTSM20 W/10 10d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 8'-0" MAX (W/1X4) OR 10-0' MAX (W2X4) lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATK)N MAY NOT BE REQUIRED CHORD OF 10 ROOF TRUSSES 1X4 BTM. CHORD BRACING 6-0' O/C J `-END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 104' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. %1 BTM. CHORD BRACING S SCALE: 3!4"=1'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE SS B,RG o���BTM. HEDU SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE w 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. 2: 2, END OF FRONT AND REAR LEDGER SHOULD �0° f LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114' (2) PT DIA. x 3" MASONRY SCREWS MAY BE USED, LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDOESPACM CBRRALSPACN6 A DOUBLE 2x8 1/2, 8" O/C 16' O/C B DOUBLE 218 3/4" W O/C 24" O/C C DOUBLE 2110 12" 8" O/C 16, O/C D DOUBLE 2x10 3/4" 61010 24" O/C E DOUBLE 200 3W 6' O/C 16' O/C F DOUBLE 2x12 3/4" 6' O/C 1Z' O!C 10 WOOD LEDGER DETAIL SCALE: (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-l" TO 60'-0 (3)'X' BRACE (1) "X" BRACE* CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� STIFFBACK (ASPER—� TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ, 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-O' O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/7' DIA ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d% 8" O.C. MAX CONT. 2X4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O. C. MAX. BLOCK WALL W/ GABLE END ' PRE-ENGD TRUSS 6QALE:3""=,'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES, 11 ALTERNATE MATERIALS SCALE: A R C N I T R C T= 6 Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdos)gngrouB AA #: 0003325 �INIIII aNnn SunDIV. at LAT: SILVERADO LOT #8 BLK #14 PROJECT 03719.00t-08141 MOD "2558-HAWTHORNE" GARAGE 9WING: RIGHT PAGE; DETAILS 150 MPH E . B DA� 1/28/21 8CALM 1/4"=1'-0" ss' S3.1A a 2x4 STRONGBACK SECURED TO - EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION J BLOCKING SECURED TO WALL W/ (6) 3116" ° x 4 TAPCONS 2x4 STRONGBACK, 1 FLOOR BRACING SCALE: 3/4"=V-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d ®3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO 2x6 x 7' LONG a W O.C.; NI BELOW STAGGERED OFF CENTERLINE OFF 2x6; AS SHOWN DBL 2X8 LEDGER 8" CMU WALL REINF PER PLAN To CMU Wl 1/7 END W/ I 8' M EDT III 2.4 P.T. CEILING NAILER W/ MASONRY NAILS 17' O.C. 1X2 FIRE-STOP- FLOOR DE -/4" NARJMQ PATTERN 24" `PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) REPAIR DETAIL IF EQB LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 314"=1'-0" SECURE 2x6 PT. PLATE TO BLK- W/ 12" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6' O.C. MAX PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-a'O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SIMPSON HB WI (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING FLOOR TRUSS OR GIRDER TRUSS SIMPSON H6 W/ (8)8d COMMON NAILS EACH END PLATE STRAPS W/ 10d x 1 1/7' HOG NAILS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d Q 3" O.C. 1 ST PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 24 BELOW 8"CMU WALL— REINF PER PLAN 1X2 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL SCALE: 3/4"=,'-0" 2x STUDS PER PLANS FLOOR DECK 2x4 BLOCKING 0 EA. BRACE. NOTE: TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING NAILS ® EA END MUST NOT BREAK WITHIN 2x4 BRACE Q 46' O.C. wl (5) 12d 1'-4" MIN. FROM 2ND. FLR. NAILS ® EA END LINE Bd RING SHANK NAILS ®4" O.C. MAX INTO BLOCKING 18d NAILS ®6' O.C. MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. ITAAl SIMPSON HETA-16 D.C. MAX. SECTION DETAIL (VERIFY W/TTRUSS AT PARALLEL / PERPENDICULAR 6 PRE-ENG FLOOR TRUSSES SCALE: 3/4"=1'-0" PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE CONT, 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED Q 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=T-6' STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A- SIMPSON MTS12 U < 9W LBS W/ (14) 10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" 1/4" NI #8 WOOD SCREWS (k x 7'L0NG®3"O.C.; STAGGERED OFF CENTERLINE OFF 2x6; 411 3/4" AS SHOWN SIMPSON A23 dli EA TRUSS /4" NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE nt SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL 3 STUDS PER PLANS 2x4 CONT. W/ (4)16d NAILS ® TOP OF FLR TRUSS (TOP 2X4 SUPPORTS BT. PLATE OF 2ND FLR) FLOOR DECK 2x6 CONT. W/ (8)16d NAILS 0 ST. OF FLOOR TRUSS (BT. 2X61S FOR WALL SHEATHING NAILER) 1X2 FIRE -STOP FLOOR TRUSSES (SEE FRAMING PLAN) SIMPSON HETX16 EVERY TRUSS (VERIFY W/ TRUSS PLAN) PRE -ENO ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD SECURE ST. PLATE TO SLAB W/ 1/2'X6' WEDGE ANCHOR W/7 WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. ® 16' OC MAX. �i)m� ONNECTION @ L.B.W. �a :34"=,'-6' ROOFTRUSS 4x4/4x6 SYP NO. 2 WOOD POST TO SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O• •:O TRUSSMOOD POST CONNECTIONS 10a 10b 10C scALE 3/a"=,'-a• TRUss TO voBT CDNNECTION A - SIMPSON MTS12 U < 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3"SDS, (1) 518"° AT.R. TO HDU4 AND (10)1/4" X 2 12" SOS TO POST POST TO SLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <UA,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU462 POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' aysa:v. de LOT; SILVERADO L0T #8 BLK. #14 PROJECT 03719.00 -08141 MODZ j "2558-HAWTTHORNE" GARAGE 0WING: RIGHT PAGE; DETAILS 150 MPH E . B FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' STRUCTURAL SHEATHING EXP 1(24/16) or 15/V' STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/3Z" STRUCTURAL SHEATHING EXP 1 (32M6) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE So RING SHANK GUN NAILS 04" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD ILENGTH I DIA. I TENSILE STR. I SHANK I ASTM SO RING SHANK 23/8" 0.113 170,000 F1667 SCREW SHANK (1g20 RINGS ER INCH) RSRS-01 Sd RING SHANK PNEUMATIC 23/81, 0.113 F1667 SCREW -NAILS RSR"l EXTERIOR SHEATHING VbSE 1/Z COX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sol RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT &' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL ROOF BFEATNNO ATTACHEMENT BPACINO ZONE 1: Bd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: Sol NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3f: 8d NAILS R 4" O.C. ON EDGE AND 4" O.C. IN FIELD Sd RING SHANK GUN NAILS a 4" O.C. TOP S, BOTTOM EDGES .. - RAFTER OR TRUSS ROOF SHEATHING ■���ll 11 Z F p O 5 3 m l BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING MM.. GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0. 16'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS All (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2f BLOCKING PER NAILING SCHEDULE Sd RING SHANK GUN NAILS SEE'ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �-• #8 7 DECK SCREWS R 6'-8" O.C. MAX 0 EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING) TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS HIP ROOF FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER APRIGINXI elg ttPE SPgpNO REMARXS APMIGTIW 81g TYPE SPADING RFMUMB YI PT FIMTNG TO tM4BONRYICONC. CABEHARDEIEDOpI -I-Blxxc I- PCON MASON TARY 1,2 EMBED.. x"END pSi., NAIL 112'LONG. 8. TO MABONRYMANO. NO WP&tER FASTENER e.� tta•EDOE DM3'r. 900�AL EXT. L.Y'RB CAGE I4ADEN®DOLL PG,C WINDORTOORI FASTENED OARAOE DOOR BIIp( 1YY DU W/ x•EMBED., e•ErO pBT., . BEE NOTES NNL1 t2'LON3. BTAGGEflED IMO81A90MYIC1'111C. TO MABONRYX;ONC. WA61ER IXPNISON BOLT NOR; $•FOIE peT WNDOW#x:x cASE,WiDENm opL o-o< w1NpOYlIOOCN_ENEL METAL —To CONTACT THIS ENGINEER FOR SPACING ,.PT.BEENOTEB N 12'LOW eTAOGERED INTO MA6oNnKVND MASONRY ICONC. REQUIREMENTS ECT. 8INNG DOOR aJ BI1BnA "TAPOJM IB O,C ,T EMBEpTENp NONdEA9N0W ,a^ IXPANBMk! F.I-EDx•ENO luaca PT,s�NOTes NowARHER FASTNBI paT.,,,2 EOOEpBT 8 wuLTo coNc slAe PxwA4HER exr IXST., 1•EroEpsr. a Pr�MRooweuac e.,x°PAF.2,9• B'oc rENo. psT.,tt2 RTO BTEELC0.., SEE. WI WPBHER 9TAOGEREO EDGE pBT. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOR 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 NOR OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS VIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR MATH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402I802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED 70 BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWNGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 pW TOP CHORD ­con.-M 10 pcf BTM CHORD-non<onwrrent DEAD LOAD DEAD LOAD ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTIR C33C33M. IMIOMUMAGGREGATE SIZE SHALL BE 3IP. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARETO BE CHAMFERED 3W. PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE IAOERALL SLABS-ONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALED NTH ADHESIVE TAPE. FORMWORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A"WA446M, GRADE A, AND SHALL BE HOT4XPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH AN3IIASCE 7 88: 1990. 15 paf TOP CHORD 20 pRf TOP CHORD (7 Rd w/ASPHALT SHINGLES) (10 Paf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 pef BTM CHORD 5 pd STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1Opsf 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 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY - 1,4DO,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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 CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN'/.^ OF HEARTWOOD, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY, REINFORCING STEEL: REBAR SHALL BE ASTM A615A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 001N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" S8 BAR - 36" #5 BAR - SO" #7 BAR - 47 PROVIDE 36" x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WND' DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE B, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: I Opsf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, 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: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH 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 WTH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL WAVE A MAXIMUM 31V WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED All A SLUMP OF 8" TO IV. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. �#11];I7_iiC#I:/E311��I�;���ii�•I:F FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D•1557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL 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 -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SWILL SUBMIT PROPOSED MD( DESIGNS, WTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 41- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SWILL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTMC94CM OR MEASURING, KUM. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TMEBTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL HOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONVBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS RORESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOWE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONST B. FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER 1-1I2' FOR 45AND SMALLER 1' FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER VC FOR SLABS, WALLS AND JOISTS 1-12'FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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/A36M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy - 46 kw. STRUCTURAL PIPE SHALL BE ASTM ASTA53M, GRADE B, TYPE E OR S, Fy = 35 N.I. 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 F312S/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. T ' VI%FUIJInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL3275D PM: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA#:0003325 i �s 9 aysDiV. & Loa SILVERADO LOT #8 BLK #14 PROJECT 03719.00 -08141 MODEIA •2558-HAWTHORNE• GARAGE SNING: RIGHT PACE: DETAILS 150 MPH EXP. B *W Ir EK