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HomeMy WebLinkAbout35633 Burma Reed Dr99 1499 99 04EWB 0 ALL WOkK SHALL COMPLY WITH PREVAILING CODES FLORIDABUILDING rODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW IAA. CIT O � � `�(� ��'� PIAN 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . naM BLAI = CWg, (ITS I�MON (H017) •ys • AIL I�� AND STATE -OCCUPANCY :CONSTRUCTION TYPE •YIN. INTERIOR FINISH • BASIC HIND SPEED :EXPOSURE •I -CRY RESIDENCE •2-STORY RESIDENCE gggmaNrAL CODESALT. - RESIDENTIAL GROUP R3 - VB - CLASS B - Vult=150 MPH Vasd=116 MPH - B - IM. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIRCONDITIONING LUM. ADJ.ADJUSTABLE M.C. ALTERNATE MFB. AMP. AMPERAGE MIN. ED. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET N.T S. CLG. CLEAR N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH, D. DRYER PLT. DEL. DOUBLE PLYWD. D.G. DUAL GLAZED PR. DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RA). DP. DEEP RAG. DR DOOR REF. D.s. DETAIL uT RM. DTI. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. FLBV ELEVATION S.H. EQ. EQUAL Ni EXH. EXHAUST SIT G. FXT. EXTERIOR S F.GJFX. FIXED GLASS S F.G. FUEL GAS SL. FIN. FINISH SL GL. FIR. FLOOR STD. FLUOR FLUORESCENT SWS FR DR. FRENCH DOOR FTG. FOOTING TEMP. GA. GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. CL. GLASS TYP. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB ED HEADER HOLLOWCOREWP HOT. OR HT HEIGHT W/ INSUL. INSULATION WD. INT. INTERIOR WOW, W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL ON CTO ENTER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE Top OFSLAB TYPICAL UNLESS NOTED OTHERWISE R P WASHER�F WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 06,,,E ADDED LEDLK+NT aWCNENINA�de ARCHITECTURAL SHEET DESCRIPTION 064Vg ADDED 8M PATIO OPTION PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS M7T/IB1M! ADDED 6TQIE OPTION 08/11A9 REVISED DOORS AT LALNDRY CLOSET FROM (7) 7' 0 TO (1) 7'•4' M!8/17M RENBED DOOR AT OUIER'8 Wwx•N CLOUT FROM 7'•6' TO s'.6' V My V REPLACE U5P COHNWTORS WITH 61AP60N C04WORS 030M ADDED OPT, REAR AC LOCATION M7MM ADDED LED INO06" OATH • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. GALC.'S LIVNG I,4W Ga FT. GARAGE 3m 6Ca. FT. ENTRY n 8Q Fr. TOTAL Lwo 80. FT. 8xW PATIO BP% SQ. FT. STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SIQl -DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748076 FAX: 407-774.4078 www.abdesigngroup.00m AA #: 0003325 a EtMDIV. & LOT. SILVERADO LOT #17 BLK #19 PItO"'T1II 04128.002-17191 MODEU 4EWB "1499-FREEPORT" GALRAGE OWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTE8 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR 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 AND/OR FABRICATION OF THE WORK. BITE 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. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GAMES 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 EQUPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUfE 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 i" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE 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 YNCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBINO 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. S. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26D3.2. EKTERIOR WALL COVERMW 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINOW 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 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 I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 i BUDDIV. & LOT: SILVERADO LOT #17 BLK #19 PROJECT* 04128.002-17191 MODMI. 4EWB "1499-FREEPORT" GARAGE DWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DA 07/24/20 BCALE: 1/4"=1'-O" BHEET GN 9A'-O)' I �I 1 ollttttttllo olEtttttttttttttttllo��olttttttttttl!c ----ollttilo a 11 . i M 0 0 . a wrA I� i --- —■ -:,DUI o - �� LI Cm On ME mm mm '. o'Io ol,llo olttttttttttlin�loltttttttttllo FLOOR PLAN SCALE. V4' • 1'-0' EXTERIOR MASONRY SQ.FT. CAM'S WALL Blues. HEWxl4TS LIVING 1,498 Sa FT. ® GARM# 385 SQ. FT. 8''0. BRG• ENTRY 11 SO. FT. TOTAL 1,900 Sa FT. "PATIO 8O ea FT. WANDOADOMLOADO &BC�IM EEWORE 8 OpOaWM OR3N118 law 201E OWN9tD" IEIMm NDTfm FODTA• MIN. WINDOW IV b 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA S,GD. MIN. 41 5 23/-29 CRITERIA 16010 OND. 112 b 2CA/-221 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-B, MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0WM DA10 OM TOP PLATE 0 in ,BAR DETAIL SCALE, 1/2'.I'-®• NOTE. -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED INTH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN T141010688, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/V (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 www.abdealgngroup.00m L AA N: 0003325 8 14 C BUDDIV. Sc LOT SILVERADO LOT #17 BLK #19 PROJIOCT• 04 28.002-17191 UODZIA 4EWB "1499-FREEPORT" GARAGE EWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B .asap DA�10 07/24/20 8CALE: 1/4"=I'-O" SKEET Al 12W4' FYFION 12 BRACKET OR EQUIVALENT �S b' SED BAND 8'-0' BRG. HGT. _ 1313 IL COACH LIGHT 00 9 9 ao El TRF 0'-0' FIN. FLR , FRONT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH NOTE: WAIL FENESTRATION FLASHING AS PER FBCR R103.4 8'-0' BR.. HGT. SHINGLE ROOF 4' RAISED BAND 18'z83' DECO. SHUTTER I-1 I_ A0'-0 8'-0' 5R3. HGT.II _ 4B I I 0'-0' FIN. FLIP _ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT �O Ib AREA OFATTIC = 2 SQ. R. NETNIEEVENOIAMNARLIkIt UW + vm REQUIMDVENTIATmPIARFA m l= VENTIIATIONAREAXSO,% N PERM4144) • ABA SQ. IN. NRN. REQUIREDVENnIATION = .SR 9&4 IN UPPER PORTION OFATTIC - 499.2 SQ.IN. OFF RBIGE VENTIIATION AREA M SQ. IN. FERVENT e9.: nss TorALRavENrsRMIRED = a� IOTALaOFVENRPROVmEp 5 •ARE40E ATI1C6THEPEMN OFTIEf E,UMTMEOVE!44 NG ERTERN3ROf WALLRI ERTERICIROFWAUNOMEMWRIWMUMUDM 8'-C' BRG. HGT. r-ro- F-l' Q ,00'-0'FIN . FLR REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED RM oS'-0 -6' I 45I I II 0'-0' FIN. FLR 41 0'-0' FIN. FLR 8'-0' BRs. LEFT ELEVATION SCALE, 1/4 R I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 9 8'-0' BRG. HGT. I 4B a� II _0,0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeaigngroup.00m AA 8: 0003325 A I I I L9 aUBDM ae LOT: SILVERADO LOT #17 BLK #19 PllOJMT# 04128.002-17191 MODZX.c 4EWB "1499-FREEPORT" GARAGE MIMNG: LEFT PAGE: ELEVATIONS "A" 150 MPH EXP. B DATE: 07/24/20 SCALE: 1/4"=1'-0" 8*EC= A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e D6V OUTLET 20 AMP 611IOLB POLE IIOV OUM1ET Rev "Ill VN OF OUILET up= TO SWITCH �OH IIW OUTLET MODIFIED ULGIR'D PAL "I'll, (TATBR PREIMAO 7TFE) 220Y OUTLET 1`40 ON CONNECTION —L!•• OFI wo wI,TIIIFRIOOF CUn.ET GOMM FALT Mgv'ILe BUATCH NINTCH S-WAY OPER. W4 SW OW 4-WAY OPERL YOWL MaiWED LB111f CEILING LIGHT LED CLG LIGHT ©V, LED VAPOR P410OF LIMW OVP VAPOR FRDW LISHT ORECQROw CAN vw r FAN I oM PEAR e(A PT. VEM PAN IULISW I oM PM am Fr. v PDOIR (aPce's TOO By IURAP (RECLINED) AROUND �� AINOM (SURFACE MNT.) 2' FLUOIrR 4w Y PLIIOI aocw ►o—s�v 4 d V TRACK. LMIT O F'MEL PETER OSD. vcm DEracrootWALL u#mEs os EC Ole EL U I ® S/CA awKs ! D!7[CTOR G OI7� PnEe ewR.eT® SHALL N A DISTANCE OF NOT LBIN 7NN A' PEDANT LOW I.F. T NATURAL OAS jY TRUDWIE! JACK uuTBR IiATBR DIBCONNCT EuN AROND OITIONNO M AMU ON DISCONNBCT I•� TELEVISION JACK a0wo—M pagifto TO N RUFP'OINTBD N JO J-eOx ACC4=ANM RV I&M MAR(ED AS SucH FOR OE & CEILa19 PANLISHr TO N SUPPORTED N ACCORDANCE W SOX MA16M AS SUCH FOR D1�II 24' I CAID6SCEl(f LIGHTsTrRF ,pp Omg r• Ne4wescow Ll6Hr 6 mr nnno 46' 6CAFDESCER LOW STW PLOOO LISM OFr.OECLVNIY 101'1•AD HE FA PUM-BURQt POR *Mn worm • LOCATION OF TV JACK. A P 4ONE OUTLETS 4 FANS TO BE VIEWED at NdhIOUNER PRE -CONSTRUCTION PEITN6. • ALL IS 4 20 AM• ORANCI4 CMCLNTS TO N ARC FAULT PROTECTED FR R ELECTRICAL P'IROVISIOIS OF BEM 6TN EDITION r2QJT) A s!C 2MJ] 2AnA ®IMO4. • m ANT DEDICATED LAUNDRY CACUIT. • GM • ISLAND IN= ON KITCHEN CSRLOIIT) • DIS 4it#Al /R DISCONNECT TO EE LOCKOUT N PALL • E ATHROOTI PXS W)ST PAN TO HAVE MN CAPAC11Y OF SO CM NTV"ITTENT PER ELECTRICAL PMBONNONS OF SECTION M8013 PefJe ATY mITlO4 r2en1 • LAUNDRY ROOM RlCA#TACLE SHAWL N GROUND FAULT C M UT-NTEIRe)PrVt FROTECTON FOR PERSONNEL ON FSEDBIR6 • NARFIO FETHOD SWILL N NON KTALLIC CASI.L PeR ELECfMCAL PROVEN" CP PeOR ATH 12.0= • ALL WORK TO COPMPLY OTH ELECTRICAL PIROVIN" OF flE 17EDi, . A 1 t Aw4M L we anTar. wV eu! .+.. YD 16f a LIaAITNO MIST RR S#IRbT lRCI�lI TYPR PIER O1S►N ul ES GREAT ROOM \ 1;1 PRE -WIRED PRE -WIRED CLG FAN CLG FAN-i-'--'i•-t WNER'S BATH / OUTLET FOR Dw SD I _ ��-�,,..�� L--- -\- L /-- �-' - SWITCH IN - - = - - CABINET - ITI�j A/�/C/�JI�� ((���F�f ______� RANGE un�-- X II I I��J 7f 1 II .,er i .sl—Ir-) ol PRE -WIRED` i T� li OI°T LG pgpl __iL_P_•__ \ WHOOD WIRE W OUTLET POP FUTURE MICI% S.D. FAN p GFI 44' • O j� SD. O /, BDRMaIa<E3 P. PUs. GARAGE 'j-' tWALL MOUNTED LIGHT W/ SWITCH % - �•., r( M ATTIC METER _j A / L VET GARAGE FOYER / LOC. db IRRIGATION - �( OUTLET • D ,`\ BDRM•#2 48' AFF. i i CLG. KEYLESS OUTLET �\ GFI FIXTURE �-- _ -- I -�- -/- /- - I PRE -WIRED CLG FAN ENTRY (� PJg. FOR 0 El COACH LIGHT ELECTRICAL PLAN SCALE: I/4' a I'-V W P Panel MAIN - A PANEL: 8/16 wp orb breaker VOLTAGE: 120 / 240 V -iPh MAIN: 150 Amp M.C.B FEEDER: 341 Cu ThWN 81- #6 Cu (G) in 1 12" C. OR 3-#210 AL TMAM 81- 06 Cu (G) in i I0 C. Wix P.I. Bar wass"on Wane caosaal MAt 1 watts Ossolp6un B1" Fot. WNrs #12 1 20 Estrin Reoayt"GHWTUG 12m 1 2 Spso 02 2 m Mod Pump 'M 6 4 Spaa 5 e MAM C.U-1 15 2 R g 7 8 PANEL -A PANEL: 42 crt breaker VOLTAGE: 1201240 V APh MAN: 150 Amp M.L.O. FEEDER: 341 Cu hVM 8 i- #6 Cu (G) in 1 1r1" C. OR 34210 AL hMN 6 1-06 Cu (G) in 1 12" C. wire P.I. Sb O." Clr.* grWt beta Osanl on RI# ►ds VAn 012 1 20 Smsll ARllanos i50O 1 2 Mw R.N. w 2 #5 #12 1 20 __ Ngnm.na I Hoof GFI 1Bm 3 4 iN2 1 20 mall Applsas Iwo 6 5 45M waterHeater 25 2 #10 012 1 ReM n i500 T 5 012 1 20 DiMn Rxeptadx AFCI 15DD 9 10 12DD Disputes OR M 1 012 M2 1 m Bath GFI Rx ladx 12m /1 12 15M Di.hwaslwr OFI 20 1 #12 #14 1 15 Fo I Hall I Sal. #25 AN SaM #2 AFCI Om 13 14 5m0 Dryer OFI m 2 wo e14 / 15 LAM Roan, Lml L o AFCI ow 15 ,e 014 1 15 Keohn, Periry, A Diming Was. AFCI . 11 1. 1. Wxwr GFI 20 1 #12 M4 1 1 15 ISO& CID AFCI SOD 1s 2D 1 1000 'Garage Door op.. GFl m 1 012 02 1 m Lan I Ss# Dan DAFO 11m 21 22 i m Garag.I E+twb Lis A Rawsptaplx AFCI 20 1 #,2 S s 23 24 am Ow. w. SWSAFCI 15 1 #14 Sputa 25 28 gm Ow Saloom AFCI 15 1 C4 72 25 Spx. Spar 29 m imo salgallon wr/mis ody 20 1 #12 Spar 31 M So- 33 34 8 35 36 rs 8 37 M Space #5 2 35 AIC AMLL1 (Nutter 6 KVA n 56% 5525 30 b Spar 41 C Sputa Loasw adtodemaal Notnottsul#Ins IIMa 1. i57m Losl sWlsd to lamantl lasso, wbutaOn, I Ine Dentand FaciturCalculatbriv ABBREVIATIONS: AFO: ARC FAULT CRCIAT INTERRUPTER NC: NONCONCDENT LOAD SPA: GROUND FAULT INTERRUPTER Total ba/.bled roamarm led. 4270D ' First 1ww watt. N 1OM imm RanAnMg wafts at lO% 130M Total A/C lea/ long LOAD CALCULATON IS BASED ON AIC NON COINCIDENT LOAD Total Cnmedal Lad Watts 33NO Total Am (wade 1240wR.) 141.3 I General Lighting E RRee t•c Load Taw AIC era FW 1499 Gnarl Us a Wo 3 W / Sy. FL 4497 1 at65W/1_i Met100% 65 Tad Genarn Uoft e RaeWalls) 4562 Ck15# 85l Total walls Gen" ua a Rae Pan# A 1 91 5071 4562 I,-3. I,-3. \' I I I L I Is I I LED LIGHTING ® SINGLE LAV. OWNER'S BATH I I i L I 1F ,/ LED LIGHTING @ SINGLE LAV. BATH 2 PROVIDE Me CU, TRW • Pe CU IN 2' CONDUIT OR 3 4/0 AL, TWIN 4 1% ON IN 2• CONDUIT OR 2/0 AL ORA (CONDUIT TO T110011NATE ABOVE SOFFIT E OVEROIAIYF.) 150 AMP ELECTRICAL RISER COMBINATION SERVICE NOT TO SCALE. DISCOFWCT BOTCH AND GENERAL NOTES, M ELECTRIC METER N A BLECTRICAL MATERIALS AND INSTALLATIONS 6HALL NOMA SR ENCLOSURE COMPLY UT14 ELECTRICAL PROOVISIONS OF THE FEM &U-1. EDInaN r20M) LOCAL CODES, AND ALL LOCAL POU.RR COMPANY Fgi=fllMBNTS. 160A2P B. ALL CONDUCTORS, 8AALL BE TYPE 716414(4" UNLESS NOTED OTHEINRSE. —� TELBPNONB 660tVItm vGUvar•QIT POMM COMPANY TR4N61'OR'ER 8 H""Y&TEM BOTDINO TEN'INAI. AT LOW VOLTAGE CONFECTIONS CASLE TELEVISION 6ERMCE ENTRANCE EGLMRIW PROVIDE 80 APIP. 20R40 VOLT, 1 FHAGE GECONDAR`r-� 1 a4 CU SEWAGE OROND CONNECTED TO ELECTRICAL SERVICE. PROVIDE S'1 COPPER (CU) INCO,ICITE 04C.AMD POOTER STEEL PER 1412" CIA SOlDULE W PVC. CONDUIT OR PROVIDE I ELECTIMCAL PROVISIONS, OF THE FBICIRlW 2M AW'71NPI (AL) IN2" DIA SCFE1'ALE EO PVC CQ L COOWT UNLESS BEWICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTH TM ELECTRIC 6N" DIA K 6 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BD. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 1 1 i C� v Z a aysaIV Ae LOT SILVERADO LOT #17 BLK #19 PllOJEOT# 0412 .002-17191 MODEL: 4EWB "1499-FREEPORTI" GARAGE BVrn4G: LEFT PACE: ELECTRICAL PLAN 150 MPH EXP, B M Dancr me"* A . 07/24/20 DCALE: 1/4"=1'-0" lII;EET E1 IF -v M — Qt '.2' 3'.3' 2'-T 22'-4' 2'-I0' 4'-8' 2' VTR — -- = tk 1/2' _ 2' i 1/2' enac 11/2' 11/2' 1 1/2' — — — — — -----�— _______ SHWR LAV 1 I/2' 2 0 U1G KITCHEN 3' f= SINK W/ ,ItAUTO 3'2-VENT L— WASHER :o i I � 3- I 2 3' 2' VTR r � 4' 3' LAV 11/2' Av. TO 2' WC MAIN 3' TUB 2. 3m'.II• 2'-b• 4'-,' PLUMBING RISER L--------------- PLUMBING PLAN SCALE: 1/4 . 1'-®' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774,4078 www.ebdesigngroup.00m L AA N: 0003326 q 'AlA i w 5 BVZBDIV. & LOT: SILVERADO LOT #17 BLK #19 PROJECT# 04128.002-17191 MODEL: 4EWB "1499-FREEPORT" GARAGE GWING: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B �PER r-rEl 2X4 TOP PLATE PRE -FAD TRUSS 1/2 CLG,. BOARD V/' DRTW4LL TOr SECURE BT. — PLATE TO SLAB W/ WDd MASONRY NAIL a 32' O.C. MAX FIN. FLR STUDS a24' OZ. GLAD NOTE; STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (a)TYP. INT. WALL (NON -BRIG.) D1 SCALE, 3/4'-I'-o' FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW551.1 ON i' 088. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND—J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRj I,-0. TYP. O.H. 5/V GYPSUM EI OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE.3/4'-I'-0' ENERGY CODE FORMB ATION R-VALUES iRENCE STRUCTURAL k I ULATION —'''' WINDOW ATTACW 'ENT �AS PER MANUFACTURES SPECIFICATIONS I /—FW;NCe Ix2 P.T. FURRING — STRIPS a 24' O.C. S' Cm 1/2' GYP. WL. ISD.- WOOD BASE — a a ti n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS0bJ.1 ON OAS. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TFtM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ �J, 0' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (�:)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE, 3/4'-I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 15E PER ASTM D226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6151 00 GM L1a /RNGAS LINE THRU BLOCK seAu, vr— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON l' O.S.S. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE i'-0' TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT Y4�/" PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VY rAM 2 COAT - PORILgo CRlR PLASTM APPLa:D OSlCRT TO K46ONlf MCM JAM PM PROO�r:T IPPRDVAL RaQ. COINR MIA S' cmu m 671UC1UfAL Fm 2.0 P.T. w ATTACHM TO PLL CULL AS PM PRODUCT An-RovIL aan SKALAJT - aIGTM! ROp W1ATNaS STRIP PIOU01M ALL .MCISD [aY 000Rltai/J OAREAD DOOR BY OTHI M a GARAGE DOOR JAMBS \lla1 SCALE: ,--2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAILS a EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRrGW' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CCNT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMES FOR INSULATION R-VALUES J.PER ELEVATION b/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS a 24. O.C. 1/2' THICK 2 COAT— IR' GYP. WL. BD.- PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FILM 8' cm ti m M °a W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.1.1 ON J' OAS. SHEATHING OR J' CDX PLYWOOD SECURED PER I.-®. FASTENER SCHEDULE TYP. MTL, DRIP EDGE O.A. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a TYP. WALL SECTION B NO OPENING 5Q1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA a: 0003326 t �a o 00 auDDiv ae LOT SILVERADO LOT #17 BLK #19 PROJECT* 04128.002-17191 MODEL: 4EWB "1499-FREEPORT' GARAGE BvWnX JG: LEFT PAGE: DETAILS 150 MPH EXP. B 1 D TES:: 07/24/20 SCALE: 1/4"=1'-0" skmew D1 1m 2X6 P.T. • CENTER OF DOOR HEADER 6ECURED SV (V V?' % S' J-DOLT SV 4• MIN EMBEDMENT SV 2' X 2' X VS' UAGWR N NUT OR SV (2) W' X S' ANCHOR DOLTS IW/ 7' X 2• % VD' W(1MNER N Nff 0 8EC6RE 2x4 ON AT TO WA R FLAT )MASONRT NAILS. W � V1DJ-DMTOSECURED ® UV (5) ' X VORR ANCHOR J-COLT DOLTS, IlV 4• MAV. EMBEDMENT, SV 2' X 2' X LW W4MER 4 NIT. (1) UTHM S' OF TOP. (U IUTHN S' OF THE DTK (S) EVM&Y SPACED. 09 19 IN R IN NOTES• ALL ANCHORS SHALL Bc N ACCORDANCE TO M4NFACTU110" NSTALLATION INSTIE)CTIONS WERE fiY &A!lTaT lelda4 M , GARAGE DOOR T BUCK ATTACHMENT LA 1'X4' OR I•X2' P.T. NAILER VIx4 P.T. OR 9'4X4' MIN SECURE THRUFRAME 4 EXTEND 144 INTO BLOCK W/ Vo- TAPCONS (MIN SHAW SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1-Y4- WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \ DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 w TO BLACK +3 4 OR + 4 A SCALE: N.Tb. 2X4: m SECURE TO BLOCK W/ 3(r' TAPCONS OR (MIN. SWANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 2X6:m SECURE TO BL W/2-%' TAPCONS(MIN SIZE 145 MIN HEAD 8120400 MIN EMBEDMENT 149 WITHIN 8. OF EACH END 1 S• CMBJ 18' O.C. MAX SPACING Al DRYWALL 2X&: ❑ VX4' OR PX2' P.T. NAILER SECURE TO BLOCK W/U-)w CASING TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 7'=4 JAMB OR WINDOW MIN EMBEDMENT 1 Y4) TO 2X PER WITHIN 8' OF EACH END • MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAIBI TO BLACK +1-1 2' iw1 W10NDOW TO BLACK +1-1 " L' SCALE: NTb. 2X4m SECURE TO BLOCK W/ INr' TARO" (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END 0 NOTE: STRUCTURAL 2X IB' O)C. MAX SPACING. MUST DE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL 14- TAPCONS TAPCON MIN. 144 (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 81 cm MIN EMBEDMENT I Y4) DRYWALL WITHIN a' OF EACH END 4 18' O.C. MAX SPACING. •X4' OR PX2' P.T. NAILER 2X&: ❑ SECURE TO BLOCK W/2-'INS' 7(r' Ob15. X 4' MIN TAPCONB (MIN. SHAW SIZE .145 DOOR CAGING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN W OF EACH END 4MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-IS/1p" r 11INDOt1 TO BLACK +1-IS/18 " SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ )V TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IW O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/U-%- NON-STRUCTURAL i(S' TAPCONS TAPCON MIN. I-Yi (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MN. EMBEDMENT I Y49 8 CM 8' OF EACH END 0 K• DRYWALL 18' OG. MAX SPACING ❑ I'X4. OR I•X2- P.T. NAILER 2X8m SECURE TO BLOCK WA?-V CASING TA100" (MIN SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN EMBEDMENT I),") ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 roll 1fTliDOR TO BLACK +2 1 4} ALE. NT . 2X4m SECURE TO BLOCK W/' TAPCONS (MIN SHANK SIZE J46 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y49 WITHIN 8' OF EACH END NOTE: BTRUCTURAL 2X 18' O.C. MAX BPACMG. MIST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-1�'NON-STRUCTURAL TAPCON MIN I-Y4 (MIN SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 cm MIN EMBEDMENT I Y4) • DRYWALL WITHIN W OF EACH END 4 18' O,C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/2.%' TAPCONS DOOR CASING (MIN SHAW, SHASIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAILS. ND14 b11'I Y Nm>4 TO !•LOO JR�l00 NOT �1C®)i') DOOR JAMB TO BLACK +3" F' ALE: N.T.B. TO BLOCK +3" 2X4m SECURE TO BLOCK W/' TAPCONS (MIN SHANK SIZE J45 MIN HEAD SIZE JIM MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END s NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK W/2a%' NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN I Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) 8' OF EACH END 4 8' CM K• DRYWALL 18. O.C. MAX SPACING. I-X4' OR I`X2• P.T. NAILER SECURE ' SECURE TO BLOCK WR-i(ATTACH 2ND 2X SECURE TO TAPCONS(MIN. SHANK TICL MEMBER [Wl(�i12.;YNTWtN J45 8' OF EACH MIN HEAD SIZE 300ND A 6' TO 8' O.C. MAX MIN EMBEDMENT IV)CASING WITHIN 8' OF EACH ENDOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE) SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )1) DOOR JAMB TO BLACK +3' F 11DiD01/ TO KNACK +3' SCALE: NTb. 2X4m SECURE TO BLOCK Wl,Yi TAPGONWMIN. SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT I)',') NOTE. STRUCTURAL 2X WITHIN 8' OF EACH END a MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL W., SECURE TO BLOCK WA-1/4' TAPCON MIN I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN HEAD SIZE 300 CM MIN EMBEDMENT I YEN }j• DRYWALL WITHIN EACH END IS' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2)(am a SECURE TO BLOCK W/1-1/4' Yo' OA X 4' MIN. TAPCONS (MIN SWANK SIZE J Q DOOR GAGING MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3-7/18' /135ENDOII� BLOCK +3-7/16' 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN SHANK SIZE J45 MN. HEAD SIZE 300 MIN EMBEDMENT I Y4-) WITHIN a' OF EACH END • NOTE: BTRUGTURAL 2X IB' Or -MAX SPACING. MUBT SE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL V TAPC" TAPCON MIN. I-Yi (MIN SHANK SIZE .145 EMBEDMENT INTO SLOCIK MIN HEAD SIZE 300 MIN EMBEDMENT 1 Y4') 8' CM WITHIN 8' OF EACH END 4 Jf' DRYWALL IS'Or- MAX SPACING. VX4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK Ul/I-1/4' P.T. X 4• MIN TAPCONS CASING (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I) DOOR JAMS OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER Is' O.G. MAX SPACING, MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED A") DOOR JAMB TO BLACK +3 3/4" 1►TO K+394' H SCALE: NT'S. 2441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744076 www.abdesigngroup.com AA NY: 0003325 Iq iT C o a 0 w F O a SUDDIV. ac LOT: SILVERADO LOT #17 BLK #19 PROJECTp 04128.002-17191 MODZX,c 4EWB "1499—FREEPORT" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B FDATje: 07/24/20: 1/4"=1T D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HOR12ONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20•114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS V-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THE RMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 30/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIOABUILDING.ORG CONTROL DATE: 07/10/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH:407-774-6078 FAX: 407-7744078 www.ebdesigngroup.com AA #: 0003328 7 qr 04 Y a iL Plmunl)m ag LoT SILVERADO LOT #17 BLK #19 PROJECT# 0412 .002-17191 JL ODEXc 4EWB "1499-FREEPORT" GARAGE EWING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B RaANO A. ABOUC 49M L AR NO 93M A D TM 07/24/20 aCAl.= 1/4"=1'-O" 8*KIcw D3 P$EFOPPW CONTROL JOINT PLANGE OF CONTROL JOINTS DE MRED TIED TO LATH • V OO. MAX (VERTA bIgM DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 67UD EXISTS BEYOND EX08PT STAPLES Wf MIRE QMAYO1'ROI JOINT Tom. 0111110142 INSTALLATION —� FASTENERS TO BE SPACED-7 • �' OG ('TAX VERTICALLY I' T14M A COAT CEMENT PLASTEURm LAYER 7, FORTIPIBER BUILDING PAPER APPROVED METAL LATH FASTENED -7 (VERTJ OO. MAX AT SUPPORTS Ulm LAYER % STUCCO MIAP WOOD GIEAT14M \\ LATH SHALL NOT " oAro»a DE CONTNIOUS r r• ro.• r ro r TFAKLGFI CONTROL \ JOINTS BUT 814ALL BE STOPPED AND TIED AT EACH SIDE. PER A67M CIB63 PROVIDI ZX4 SlLOCrJft T)O.L4 PLACED FLAT MAX. 6' TO V \ FROM CONTROL JOINT UFEN CONTROL JOINT FALLS ON / STRUCTURAL STUD L FASTENERS POR LATH TO m NAILS OR- STAPLES IN COITLIANC.E W/ ASTM C1063 _ i 2. MIRE TIES TO BE (NO. W 00415' UPS & BLOOCSG SNOIIN MAY BE IN AODI TO WALL STUDS REOLIRED PER PLAN / \ Ol F0.0 NIYO • R. A an I ZL OFr. A wRD w. Pr. A e. CISMI . IR.. L C40AM•PT.0 ® l FOLD N11M0 • A. A L CNIAN . Pr. 6 L CRIAN • PT. G 4.1" Pr. C Mills I.T. O TILL Pr. C TOUCR.I OOTTGM R.*M NA BOTTOM R'ItlI WTa,oNT MAL A". pQ twea. .T) INwiW�ar10If7fO0ra tR - I - NrWlllerlenl APPROVED BUILDING MlAP SHALL BE LAPPED A MMA'IM OF .' • VERTICAL LAPS (ROLL ENOS) 4 V • HORIZONTAL LAPS. ALL OR" NEED TO m TAPED MTH FORTIBER 6FEAINING TAPE r FIN. LAP • r{TAL LATH `\ LATH VERTICAL LAP TO BE V JT Jl�-Jl IT METAL LATH Mm LAYER 4, 6TUCCO YRAP MINI LAYER 7, PORTRIEER DILDING PAPER ' 2 SCALEr'I V2'•I'•O• ® KICKOUT DETAIL "M%Mw MAL (I!O on IOLOW Qlzmataw SIDE LAPS OF METAL PLASTER DOSES SHALL BE SECURED TO FRAMMG MEMBERS. THEY SHALL DE TIED WITH CAMID-N (121-MM) MINE AT INTERVALS NOT MORE THAN 6' (220-VIMA AS PER A6114 CIB63 1AL 6. UIIEAP MARRAL! OVER i ��.' ........ 4' APPROVED HORSE MMP. RASNRG To EX791D.ONT0 PI•[ SELF•ADHEISING MEMERANE FLA6kI1G OVER APPRDVED HOUSE MSAP. R.dSI1N. TO EfrrFJ(D ONTO PIPE Off AJO OVERLAP ONE SIDE Q / SELF-ADVERNG MEMBRANE PLASHING CUT AND OVERLAP ONE SIDE OF STEP 01 REib MEMbRAIE STEP 02 r 3 COAT CEMENT PLASHING PILASTER WpmLAYERS, ewCo WtAP METAL LATH MID LAYER Q, FORTIFINER WO LATER 9, FORTP'SER SALONS PAPER BUILDING PAPER LATH METAWPM LAYER RAP 6'.6' M'IET'BRANE .'AS' NG OVER 4'x4' l5.A6HS1G OVER ISt4' SELP-ADHEINMG MEMIERATE INSTALL FASTENERS (CLIPS, PLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS HORSE 1LRAI•. REfXIIMP TO SECIiB FLASHING TO IDRFMD ONTO PIPE PIPE/ MRE TO PRAMING SELF•AG fNE K-ASHG OVER APPROVIED HOUSE HEAP. pLASkGNG TO E][T� ONTO PIPE \ -{ %' CONT. DEAD OP SEALANT INSTALL APPROVED HOUSEWEAP AIR 8HEAT4IING STUCCO POR REPAIR OF TEAM HORIZONTAL LATH IN Mm LAYERS, TEARS MAY De PATCMED & PAPER DETAIL WA40 SE IEEAP TAPE PER MAANIV. SPEC, OR PEEL 4 STICK WOOD SHEATHING OR CMU WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER ROOF/UTALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING r (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT -.. ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ELASTOMERIC COATING OVER STUCCO/ C.V. PINION f6EE TYP WALL 6ECTIOW SECTION PER SECTION RM.T OSMExedoru eo porch Yn Ezterlor use o/ ponlentl coment plaster shall comply Wth the application requirements of ASTM C 92&12A. Installation of simmer lathkp and fl9mXn9 shall comply W th ASTM C 1083-12A. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0-B, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.Abdealgrlgroup.00m AA N: 0003326 Y all, r, otmDly ae LOT: SILVERADO LOT #17 BLK #19 PROJECT# 04128.002-17191 MODEL. 4EWB "1499-FREEPORT" GARAGE DWING: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B mm DATE' NT 07/24/20 9CAL.E: 1/4"=1'-0" eHMET WA1 BACKER ROD BACKER ROD GARB LAYER -1, an v-rn :yygP "TALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SECUEN^E OF FLASHMG TO BE, I. 90TTOM. 2. 8fDE6. 8. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FaR011 JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ys' CAULKING • JOINT ALL AROUND PER SECTION R703.7 F-xbwior latldng and pla wft Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. I ` HOODED VENT 9' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 9, FORTF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. 8PEC8.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/EACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO ESE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM "- -- APPLY ')R SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMEO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI' SEALANT AT JOINTS AND INTERSECTIC "I �r � maw_ WOOD8HEATHING WRB LAYER 01, STUCCO WRAP WM LAYER FJ, FORTIFIBER OUILDING PAPER METAL LATH -TA'TEXriARED FINISH • WOW -FASTEN TO WOOD STRUCTURAL MEMBER • T' OG. MAX 76' ToK' MfD-WAL1. ,ineE L Pl ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYN V FNIOH • MA6GNRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING ` MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 01 STEP #1 STEP #2 IURB LATER N, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® M MEMBRANE FLASHING t WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #S STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-774.4078 www.abdosigngroup.com L AA N: 0003325 A � 8 1 tMDIv as LOT SILVERADO LOT #17 BLK #19 PROJECT# 04128.002-17191 'MODEIa ' 4EWB 1499-FREEPORT' GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B R 07/24/20 1/4"=1'-0" ItINT A2 LEGEND DRAINAGE PLANE (UJR5 LAYER "I, STUCCO UJRAP) IURB LAYER 02 (FORT►FIBER - - - - - - - - BUILDING PAPER) METAL LATH x-x-x-x stucco UJOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k COMER BEAD (FASTENER t SPACING m 1' O.G.) �- CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774,4078 www.abdesigngroup.com AA M: 0003326 J ¢p 0. p uu i OUDDIV ae LiOT SILVERADO LOT #17 BLK #19 1pRoJmcT# 041 8.002-17191 HGDEL• 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B s I 1 I 1 —2x6 SUB-BANb W/i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ 1\ —1/8' TEXTURED I \ FINISH * WOOD I \\ 1/2' TEXTURED \ FINISH A CMU / \\ METAL FASCIA \\ WRAP Ye' FROMtit STUCCO, 1' FROM \ --------------- ---- - WOOD WALL \\ P \ \\` r EXTERIOR WALL \\ (FRAME OR CMU) \ a `\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION ®FLAN A 1/8' TEXTURED FNISH • WOOD, 1/2' TEXTURED , FNI&4 CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHNU x x x x x x OR CMU WRB LAYER "I, x x x x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRS LAYER 4, FORTIFISER x x x x x x x x x x x x x ------ E411LDNG PAPER (FRAME ONLY) x x x x x x x x x x x x x .:. , FRAME OR CMU 2X& SUB sANo � ROOFNG CEMENT x x x x x x x x x x x � x x x x x x x x x x FELT PAPER 141 DRIP EDGE x x x x x x x x x x _ DRIP EDGE METAL Klcic our x x x x x x x x x x x x x (REFERENCE POINT ©p I L �� ONLY FOR WALL OFF x _ SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY -\t-ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) �— '�/8' TEXTURED FINISH m /WOOD, 1/2' TEXTURED FINISH * CMU -2x& 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 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.G. MAX. 2x SUB -BAND WN�'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - x x x x x x x x it x x xx x x �G7��ZTx SUB BAND DETAIL ® WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA¢'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-0078 FAX: 407-774.4076 www.abdosigngroup.com AA N: 0003326 w ~ T i OVEDIV. A. LOT SILVERADO LOT #17 BLK #19 PROJECT* 04128.002-17191 MODEIo 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B D TEE... 07/24/20 OCALE: 1/4"=1'— 0" 8*mmT WA6 I ffi +31/2" I 0 ao IF a0� m 4" �1 n a I SLAB I ,1 FM-12 — —4— — — — — — — — — 1 �1 EXTEND V-11" 14'-7" 11'-10" SLAB 11/2" I 1 i I N XI OO 1 N I � Y LLF N I 16'-10" 21'-2" m N C 1 Ix I ILL +° T TOP OFF SLAB 4 4" PVC CHASE ' I \\\ 1 EXTEND 1 _TE_2 SLAB 1 1/2" 4" CONC. I I SLAB 5-5 1/2 SLAB F I• 1 3 �" 15.6" 2 8" 4" 19'-6" N O m I� I N -(p'V 12 $ I I N ;? CONC. n (4 SLAB W LL I ,1 I 3 1/2I I I �--- —1 x 7 1/2 N ,0" 4 1 L �1 LFMC-12X18 FM-12X18 FMC-12Xl a — 18LZ-- — 1 FM12X1 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 +-0'-0`. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,5W PSI, TYPE -M' OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS I REMARKS 6.6 W I AXW1.4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" S N 81. - s (+)0"-U' FM-12xl8 17, CONTINUOUS 18" - (2)#5's (+)0'-0" FMC-12x18 12" CONTINUOUS Is" - s VARIES TE-2 12' - e (+K1"-0' FM-12xl2 12" CONTINUOUS 12" 2 #5's 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 401-774-4078 www.abdosigngmp.com AA #: 0003325 rs9 W T C � � �59 G a s� eVHDM & W SILVERADO LOT #17 BLK #19 [PltOJMCTO 04128.002-17191 MODMX. 4EWB "1499—FREEPORT" GARAcsi 8110IINO: LEFT PALM: FOUNDATION PLAN 150 MPH EXP. B DA E.• 07/24/20 BCALM 1/4"=V-0" WECLT s1 30" MIN. EACH WAY �MONQLII HIC FOOTING Z STEEL REINFORCING IN GROUTED i "1 STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND �L SPACING REQUIREMENTS SPACING REQUIREMENTSv— G �v �i •: T" GARAGE DOOR W U W W RECESS C I v a 41 Z 8"CMU WALL 8"CMU WALL > f 1 CORNER BARS, SAME SIZE AS LARGER BAR W Ul B" o IN FOUNDATION WITH 30' LEG EACH WWW W x N *- 0'-0' WAY AT ALL CHANGES IN DIRECTIONS N TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ' SEE SLAB SCHEDULE - AR! Is:. MASONRY a EXT,PORCH', < BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18" EXT. PORCH SLAB SEE SLAB SCHEDULE• TOP OF GARAGE v. ,ILL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7;p. AT ELEV: W! 1l2" ISOLATION -.., JOINT (WHERE • • 6" CHAMFER (2STORY) #4 24" W/ 1/2"ISOLATION I 4"CHAMFER (1 STORV) I' . a -' "`"'333"'��� 6" CHAMFER (2-STORY) . APPLICABLE) i SEE SCHEDULE #''` JOINT (WHERE APPLICABLE) Z •- • EE SCHEDULE a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY , N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LIND EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE GARAGE 6D�" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W! 16d COMMON NAILS, 2-ROWS, 4•' O/C STM. VERIFY HEIGHT NAILS, 2-ROWS, 47 O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W! PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART K SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGEANCHORHISTRENGTH STM. PLATE TO BE PT. 2" CAPPED a g EPDXY. MIN. EMBED ( TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE � Q 8", UNO _ PI -ATE EPDXY 6-1/2"EMBED. MIN. 18" OC SLAB WOd MASONRY W/FLANGE ®BASE Q o FOLLOW ALL MANF. x SIMPSON SPH4 SPH6 MAX NAIL i6" O!C STAGGERED. K SPECIFICATIONS FOR rn Q BTM AND TOP PLATE LA ADDITIONAL METAL 4 x CS USE AND I I— PREPARATION OF ANCHORS WI S x 1 112" NAILS FILL ALL CONNECTORS NOT REQUIRED WHEN NO 0 HOLE. COMMON N UPLIFT IS PRESENT. SECURE FLANGE TO Z 0: HOLES, DO NOT USE 10d W x 1. 0: SEE SLAB SCHEDULE W 0= SEE SLAB SCHEDULE SLAB W/(4),!4" X 2 1/4" o O Q TAPCONS QUO + 0 0' . 0 0' .� TOP OF SLABTOP OF SLAB 4" CHAMFER (1STORY) 8" CHAMFER (2STORY) • a EQ. EQ. EE SCHEDULE EQ. EQ,. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 8INTERIOR CURB FOUNDATION WOOD WALL 5 c V — � �"LE �"`'-0•(NO UPLIFT) SCALE:3/4"=1'-0" SCALE:314"=1'-0" BQALE:3/4"=,'-0" (W/UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN SPACING REQUIREMENTS Z 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 1 O/C STAGGERED. ADDITIONAL METAL U a Ja CONNECTORS NOT U) B" CMU WALL REQUIRED WHEN NO 0 UPLIFT IS PRESENT. m Z - TOP OF SLAB SEE SLAB SCHEDULE SEE SLAB SCHEDULE Z TOP OF SLAB a ^ "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND < e' °• �� POURED MONOLITHICALLY WITH * r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, _'� COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL �„�FOOTING AND COL. PAD 'LJ scALE:aa"=,-o' (NO UPLIFT) SCALE:34"=1'-0 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abda•Igngroup.com AA M: 0003325 i C will MO auBD><v all LOT SILVERADO LOT #17 BLK #19 PROJECT* 04128.002-17191 MODEIA 4EWB "1499-FREEPORT" GARAGE I3VWQ: LEFT PAGE: DETAILS 150 MPH ER. B 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003326 6 Q Ej aUBDly at LoT SILVERADO LOT #17 BLK #19 P1Zo"" 04128.001-1719 MoDZX': 4EWB "1499—FREEPORT" GArtAGa SWING: LEFT PAGW. DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. Z � N• 5 a O CLEAN OUT REQUIRED FOR INSPECTION m a e I TIE' /ERTICAL REBAR -'. • TO HORIZONTAL e.: REBAR W/ 10" HOOK BAR SIZE 48 BAR DIP.. Z #3LU 18° #4 24" U #5 30" #6 X. #7 4r' HORIZONTAU/VERTICAL � REINFORCING SCALE: 314"=1'-0" EXT. PORCH SLAB W/ 1/2"ISOLATION JOINT(WHERE APPLICABLE) 6"PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL `SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. 7 4" CHAMFER(1 STORY) #3 1S, 6" CHAMFER(2STORY) � #4 24" Z MATCH STEEL #6 30" REINFORCEMENT #g 38" PER SCHEDULE. #7 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" NO REINFORCEMENT PER SCHEDULE #5 BARS m1 ,. 8" ,. aF CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 00 .p y All BXMDIV. & LOT: SILVERADO LOT #17 BLK #19 PROJECT* 04128.002-17191 MODEL1 4EWB "1499-FREEPORT" GARAGE 8TnNG: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 PSS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION f. (P31) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT r'_�l'�'_ SAFE LOADSAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS ewm w9.19 W1240 WIMB n 9we-1e 920m ~13 e1»4m OW-Ie NYs09 n 111 Ewa W42.10 TYPE LENGTH Si OFB RCMU TYPE LENGTH ORM ~ 042tt edam wa17 rwn MOAT moo 'watt oua 8FWIT er»sr e1aslT swam 8'$' (42') PRECAST 225, aebi nw Nbi ew7 Ow m10oat 8'r (42') PRECAST 102E 1024 1388 3'0 (42') PRECAST law 2M 304 4M e2bi Na 7M E016. 4M Nw 7547 M4 IOM 71900 IM 2m bibi 4304 an Nis 70M (4B') PRECAST 188E 3M xn1 30m 4M am" ?m8107 4'-0' (48') PRECAST 786 78,9 1309 4'-0' (49') PRECAST I= 23M eom 3N6 4570 am am4'-0' bill 48M 0113 7W M4 law ItM Ibis 30 bite 4M 90 ww 4'$' (E4' PRECAST 1EW tea 2tto awl arm 4M am am12W 4'4r (�' PRECAST 692 E91 1073 4$' (b{' PRECAST MO 2W ma 4M 4nl 5119 Nw 4M 6113 780 W12 tmel Item 1207 MID27W 33M 400 4711 a79 S4, @47 PRECAST 1217 taw 143e Iew 2M bin bibi 4Ne S4 (84') PRECAST {t, 411 746 SW (�"1 PRECAST tote m 2M ma Saw 3M 4n2 IM ww M7a7 10 low 17w 2111111 2M 330 bin 411112 6'-10' (70') PRECAST 10� 1103 1173 im 2M 2M sool 3470 8-10• (M PRECAST 940 39B 818 8-10` cm PRECAST' 9w 1 NO NW SM MOO 1451 Sax 48n 71bi nN M. 9s tm taw taw 1 SW =0 4133 8$' PS') PRECAST 90S 1= 2171 3480 =1 SW 4M OWM 8$' (M PRECAST SO7 721 490 84Y (78� PRECAST 230 anal 1238 21" 340 Mt no1 nw M Sw7 I IM MOO I 2M OM 3712 T4• IM PRECAST 743 1011 1721 tea awe 2M 3191 bill r$• Mn PRECAST 424 634 363 r4r Mn PRECAST rn , 20w Zen loll Mo bi0/ 3M Mi iln ant rn IM 1024 MO 24M 2a7 3m W-C „ PRECAST ( 27 864 M I/eo law 25M 34M MO bia p'4" (112") PRECl187 928 612 230 9'4 (112� PRECAST M 7w 11 1474 M 21n two 7a 12w 180 20H 34M Gyp on M M 1Ne M3 Maw na MO IV-V (12n PRECAST 476 M M 120 2M 2M 21a bide 10-0' (1259 PRECAST 28{ 40/ 180 10$' (128') PRECAST M M ete me sw1 t aolt M 1M ten 2M 27N 47N M M 1180 un M7n aM no 11'4' (,38') PRECAST 382 e12 M 1M MIS 24 3 31V woe 11'4' (,98') PRECAST 280 462 154 11'-0' (t90") PRECAST 474 e01 M Ion IN na NO M 1M IM A4bi 31x7 woe 4a wr 372 Mae 1N3 2/W I24r (1441 PRECAST 337 M en 12a iW Nw bill bin 120 (144") PRECAST 244 402 137 1S-0' (iM7 PRECAST 4" Obi 734M 11 I 1M a0 M laN low 2iW L06 NO M M M3m INe, eon 73'4' (,BOA PRECAST 298 4n 7a 1M 14w 1M 2Ne 2M IV4' (Ian PRECAST 217 92{ N0 ,84' (,80') PRECAST 4te am eW7bi M I 474 M IM 1425 /M sew 2M ,� 40 illnbi N 14'$' (188•) PRECAST 279 4N 7N I_ /M 18bi MR/ 21n 2M 1#0 (111 PRECAST 205 203 100 IW-T (188') PRECASTa/0 354 M M724 M- ks iMtabiten xtn Mo Obi n7on 1?40,4 t / t4'-0• (178n PREBTRE88E0 NR M NR N4 N4 NM NR Nt 14'-0' (178� PRE8Tt�88ED N.R 2B4 91 14'-0' (17E") PRESTRESSED2N 2bi 3a M MW2 MM ell t M 1 Im 40 M 1370 190 bill. 2617 2n2 184' (184� PRE8TREBBEO N.R ps NR NR MR NR 1&4' (18C) PREST D N.R 259 83 184'(,84.)PRE9IRESBEOHR 7N m 713 all Obi6n aleM Tee 1 Nt 412 710 12W 1731 wa 2320 bill iT4' ppe') PRESTRESSED NR NR NR Nt MM MR Nt 1T4' (208") PR68TRE88ED N.R. 1&, 81 1T4" Mn PRESTRESSED In im 2N 3w 4waN Mt ebi 7Qe t2n 1473 300 M M law 1M taw 20n ( PI�STRES8E0 Nit. N4 W HR Im M M MR 19'4" (232") PRESTRESSED NA 748 52 184' (232") PRESTRESSED fa 1N m 4n 3w Ill 47 an a7 at M 747 t2n bins 420 7w Iw Isea Iola 17" 21'-4•R (268') PRESTRESSED N.R.N N1 N1 NR NR NR MR 214. (M PRESTRESSED N.R. 125 42 21'4' (2aB9 PRESTRESSED 142 142 2N 2a W eta M M 4w M M 1048 w0 M M M 1114 iM Ills 22'$' (284� PH68TRESBW N.R N4 7n N4 Nt OR tat iW 2r-W �.) PRESTRESSED N.R.116 40 2Z-V (284') PRESTR668ED 137 1n Zee bill 4a j4-R M Ins 315 M 7N 10n 12bi 1M 1n 1N a8 771 M 2n 618 all M 4w M N7aN 24'-0' (28B") PRE97RE88E0 N.R. xM MR NR W-V Wn PRESTRESSED NA 91 39 24'4r pE89 PRESTRESS® 2 Obi M M M iM 1222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. - ALL VALUES TARN FROM SAFE LOAD TABLES• BY CASTCRETE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEGFICAT10N8 - PROVIDE MINIMUM 4OF BEARING PAST EACH SIDE OF 1MNDOV7 OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCEM 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.obdesigngroup.00m AA #: 0003325 a aunDiv. a LOT SILVERADO LOT #17 BLK #19 PROJECT# 04128.002-17191 MODEL: 4EWB "1499-FREEPORT" GARAGE 11!1i LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E . B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3!4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR 8"XIT, BOND BEAM i#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. S"xiV' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F=FILLED W/GROUT W U =UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 16-1 T/1 M/ B p8 �FE NOMINAL—;� 9 P� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XF%X- 1T/1 MNB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - MOMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST'a 1!4' WINDOW Z SILL i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1' 0" SX16 DBL, BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF - W/(1)#5 BAR .ti BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 6x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR Bx8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS Tnc . 1441 IN RONALD REAGAN EL LONGWOOD,FL32750 F4i:407.774.6078 FAX: 407-7744078 www.abdeslgngmup.eom AA #: 0003326 f ti } aUNDIV at LoT. SILVERADO LOT #17 BLK #19 PROJECT# 04128.002-17191 MODEIU 4EWB "1499-FREEPORT" CA1tACE aWMG: LEFT PACE: DETAILS 150 4PH EA B PlUNT DATE, 07/24/20 aCALE: 1/4-=1'-0- 011ttEET s2. IA 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 WI (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8' LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 3 PT RG. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-774,6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003328 $ i o 1 iv A i a avHaiv ae LOT: SILVERADO LOT #17 BLK #19 P!lOJECT# 04128.002-17191 MoaET., 4EWB "1499—FREEPORT" GA1tAGE BWDM: LEFT PAGZ: FRAMING PLAN 150 MPH EX. B A{I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH HTSM20 Wl1010d TO SHEATHING d x 1 NAILS TO TRUSS FASTENER SCHEDULE" TRUSS AND x 2 1!4' DBL S DBL STRAP, 1 EACH SIDE WRAPS UP AND , HORS" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 1 Od x 3 }" NAILS TO GIRDER AND 6", 8" x V-0" MAY BE ADDED # 1900 UPLIFT (2) (2) SIMPSON HETA16 TRUSS ANCHORS WI 1 Od NAILS, 2 ROWS, 3- EDONSIMPSON INSTALLED ON PRE-ENG TRUSS WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF OPPOSITE BLOCK WALL WNO 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1 /4" x 2 114' 1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3)1Sd GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE la lb 1c MISPLACED EMBEDDED TRUSS ANCHOR A _l GIRDER CONNECTORS) 3 SCALE:3/4"=r'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-U' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) G 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) OR 10'-0" MAX (W... O (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN �M' .. BRACE W/ (3)12d W EA. TRUSSES WHERE TRUSS (DI, BRACE TO X-BRACING IS PRESENT AT 1x4 DIAGONAL COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BTM. CHORD FOR STRAPPING 0'-0" SEAMS) TO 30'-0" (1) "X" BRACE BRACING, SEE O VERIFY W/ TRUSS PLAN 30-1" TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK (1) "X" BRACE CENTER TO BLK W/ 1/2" DIA. 7tSTRENGTH Q MAY NOT BE W/ 1/2" DIA. ANCHOR BOLT W/ 2" (2) "X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" N a REQUIRED �BTM.CHOROOF WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. 2x WOOD FASCIA, EPDXY 6" EMBED, AT 32" OC MAX. SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX, T Ir WOOD ROOF TRUSSES SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE LINTEL TRUSS ENG) CONT. 2x4 SECURED WI (2) 1Od's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 1x4 BTM. CHORD BRACING 6'-0' O/C4LL END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2) 10d's @ EACH 10'-0" O/C MAXSECURED W/ (2)1 Od DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 19-W O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM RED. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 4 GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:3t4'=l'-0" NOTCH DEPTH 1/4'D HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE <OLEDIAMETER TU SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/32/5'D FOLLOWING SPAN ONLY HOLE EDGE >518" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED 80 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 01 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 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'0 DBL. STUD SUBJECT TO F7 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS SCALE: 1 1/2"=1'-0" &ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 wwwabdes)gngmup.00m l AA #: 0003325 1 3 r �$ i o a BUDDIV. dk IAT: SILVERADO LOT #17 BLK #19 PROJECTN 04128.002-17191 MODEIa 4EWB "1499—FREEPOV' GARAGE 8Wn9G: LEFT PACE: DETAILS 150 MPH EXP. B DA 07/24/20 8CALE: 1/4"=V-0" 83iEET S3.1A (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d 0 EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'4" (1) X BRACE 30'-1" TO 60'-0 (3)'0(" BRACE (1) X BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. PLYWOOD SHEATHING, SEE — "ROOFNYALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3)16d GALV. COMMON NAILS. lx2 SECURED WI10d GALV. COMMON NAILS 12" 01C MASONRY BOND BEAM — SEE SCHEDULE 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT GABLE END PRE-ENG'D TRUSS W/ HIP RETURN PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.abdesigngmup.com L AA B: 0003325 f sunDiv. as 7,07. SILVERADO LOT #17 BLK #19 PROJECT* 0412 .002-17191 MODEL 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B GABLE -EN. HIP ROOF WIND DESIGN PRESSURES NET (GRO55) ASCE 7-10 ZONE 1 = 8.B7 PSF 119.97) ZONE 2 =1 T98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A'= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING .SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE ENO. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 112" 0,120" 170,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/7 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O,C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/'16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES Z 9 - YZZQ Z S V wSm O z P J Q Z Z � to . Y 3 W i U Q05 z w :rT ZN z0 C, W z = U (n � e Z Q: Em TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS annP cucbTulur_ �\ .--_—I 1-4-11111 ..���! II .--_=,� e ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE v4D FRAMM C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD C8d RING SHANK GUN NAILS Q 17 O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 17 0.G,(N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 347. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFETEA 3I1'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AC1318-14, BUILDING CODE REQUIREMENTS PROVIDE 64A& CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SHAMS LAPPED 6INCHES AND SEAEOWITH ADHESNETAPE. ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 801 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. 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 DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 WTOP CHORD -non-oonourfent 10 pef BTM CHORD -ran-oonaInnt DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 pef TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 pst w/ No GYPCRETE) 10 psf BTM CHORD 5 pef BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: ,Opel BALCONY LIVE LOAD SO pef STAIRS LIVE LOAD 40 pef WIND: DEAD LOAD SPEED =1BOIN13-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOW, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40pef, GUARDS AND HANDRAILS: 200pe1, GUARD IN -FILL COMPONENTS: SOW, PASSENGER VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pef, STAIRS: 40W SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet 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 0.1657. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE04ECHNICAL 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-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM SHALL NOT EXCEED S H- PRIOR TO THE ADDITION OF PLASTICM CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACt 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHILL BE TI ESTAAYED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS AWEDTO THE MIX UNTIL R 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MNUTEe. IF FOR ANY REASON THERE 18 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE PATH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/ORWEATHER 1-17 FOR MiAND SMALLER 2 FDR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314. FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND rPhWTCA SCSI 1' 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 WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL 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. "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C 476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE. AND SHALL BE PLACED W/ A SLUMP OF 8" TO IV. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 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 318" 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kel. STRUCTURAL PIPE SHALL BE ASTM53, GRADES, TYPE E OR S. Fy - 35 kel. 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 A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIG1XMl 90£ TYPE 9pACeq REMAPo44 —I— — TYPE ISPACING REMAfM3 ,#Pi FURRING TO CASE HARDENED COLL a„aC GNUGE DOOR III ,II•CIA, TAPCON MASONRY e, aC I,ITEM O,I•END DIST., MASONRYI D.- NAIL I?I , TO MABO —ONC. NO WASHER IASTEWA 11?EDGE DIST. SOD, AL, EXT. DW0.i CASE HARDENED WIL I, WINOOINO FASTENED GPIUGE DOdi &ICI( I?Dw. W' EXPANSION BOLT 31'dC 1•EMBEO..1•ENDDNST., ,n PT,SEENOTE1 NAIL „ ?LONG. STAGGERED INTO MASONRYICONC. TO MASONRYARk1C, WASHER TED. DIST. GSE NUROENED COR rac wIMX7wIDOgBFASTENED METAL STRAP TO C NTACT THIS ENGINEER FOR SPACING I. PT, SEF NOTES NUR I,?LONo. STAGGERED INT.—. MAsoNRYNGONc. REQUIREMENTS EXT. SWING DOOR 1�1118"Dw. "TAPCON' 1. I1?EMBED. A END, NOF4BFAgINa WOOD I- EXPANSION—M.D.1•ENO RI" BUGhPi, SEE NDIEe WASHER FAS— DIST.,11?EDGE GIST. _To_ W/WASHER BOLT DIST.,YEDGEO 1x PTST DCOLUCK ..­n21le" Iri oc YENO. GIRT„11? PT TO STEEL OL,.9EEWI NOTE e WASHER STAGGERED EDGE DIST. 1. LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 327150 PH:407.774-6078 FAX: 407-774.4078 www.abdesWgroup.com AA #: 0003325 \ r C : a 0 will 6 7 >9VRDIV & IAT: SILVERADO LOT #17 BLK #19 PROJECT 041 8.00-17191 MODEL: 4EWB "1499-FREEPORT" GARAGE >!`111►1NG: LEFT PAGE: DETAILS 150 MPH E . B 1 qo DV 5Z?