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HomeMy WebLinkAbout35620 Burma Reed Dr99 99 1828-4EBB-CAL1 OMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 ALL WOki,, 5I-€&t C(_)MPL�, WITH PREVAILING CODE., F!_0RIDA BU,,X)ING CODE, NATION -Al I-LECTRIC 00E, AND THE 01 , n _Y'HYRHILLS ORDINANCES REVIEW DATESEE 2 8 20 20 CITY OF ZEP s� Y0,H PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TAMPA, TEL:813 740-9720 ( ) FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .itipj= BRIIImw cam Fjsmzhiuu STH EDllION (2017) -AM M& AND STATE CODES .00CUPANCY - RESmENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB •MIN. BTfERIOR FINISH - CLASS B WR1D SPEED - Vult=150 MPH Vasd=116 MPH '��� _ B •1_3TORY�� •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING GUM. LUMINOUS �°T ADJUSTABLE M.C.RMEDICINE °� T AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MIL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYUSHTON CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLY. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PA. PAIR DNA. DIAMETER P.T. PRESSURE TREATED DBd. DIMENSION EL RISER DISP. DISPOSAL MD. RAINS OP. DEEP RA.G. RETURN AIR GRILL ODOOR REF. REFRIGERATOR R. D.s. DOWNSPOUT RM. ROOM DS DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.c. SOLIDCOREFXTDR EA. EACH SD. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SLIT. SHBET eXH. EXHAUST SEEING.sHFATHING EXT. EXTERIOR SHWR. SHOWER F.GJFX. FIXED GLASS SIM, SIMILAR F.G. FUEL GAS SL. SLIDING FIN, FINISH SSLIDING GLASS FLIT. FLOOR STD.TD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL T FDR FRENCH DOOR SECTION GA. FOOTING TEMP. THICK BEDGLAss GA. GAUGE T.O. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB c.F.l. INTERRUP ERLYC CIRCUIT TTO.S. TOP OFSLABTE GL. CLASS TYP. TYPICAL GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.C.H.B. HOSE BIBHERWISE HOLLOWCORE V.P. °VAPORPROOF HDIL HBADER W. WASHER LIi INSULATION Wo. WITH ENSUE, INT. INTERIOR W/DHW WWIDW ATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION OU76A6 CD�B I89UED ARCHITECTURAL SHEET DESCRIPTION �olT Fac UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES P Al PG A2C—ELEVATION "C" PG El —ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS Vft/18 CD'SRE-WRIED OtRU10 aDNG ELEVATIONS ADDED �� CDs FIE- 04A&* FOOTWG REVISION PER 14IOM plq�p Cpgpp.lgp gp1yy ADDED CURT5LES VOTER AT GARAGE DETAIL (FORT MYERS) SM/1% PLAN MAINTENANCE 03)ts/IS IEVI6ED LINTEL SIZE Ar FRONT ISMDOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 114414/I9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL ISATSON IMELB.J I SQ.FT. CALL. S 04414RS REVISED HVAC VOL"S ON SOFT CALL SCHEDULE INELDJ 06/0A9 ADDED UTERIORMOW DEEP FOMWDETAILO/511A(ORL) uvsaG Ip28 �. �. GARAGE 430 Sa FT • ENTRY I6 8Q FT. LANAI 88 Sa FT TOTAL 2362 Sa FT' 0612IA9 ADDED LED LIGHTS • KITCHEN 4 BATH PERMW WAS OWNS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) MM ELEVATION-6- aDING-ADDED LOUVER • GABLE ROOF 10A51M ADDED OPT. S'.0' CEILING MK�{TS 01/dR0 REPLACE U8P CONNECTORS WITH SATiON CONNECTORS1441 04ADVM RENBE ENCAVENT RADON PLAN DIMENSIONS 04A79Ro OPT. a'-o CAA HGT.• ADDED LED LIGHT M FOYER 04/O°YIC OFT S'-O• CLG. HGT. ELEVATION V- REVISED HEIGHT OF ARCMAY 6'0 ADDED ELEVATIONS 'L' Tr (ORL) STRUCTURAL SHEET DESCRIPTION 01" ADDED ELEVATRM 71G•-ram'-1hS' (OIL) PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S31A—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (A$ 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 WDL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR RiTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCIYON BASED ON THE DRAWING SET. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #-. 0003325 O b bk 6 a BUDDIV. as LOT•. SILVERADO LOT #42 BLK #18 PROJECT# 04128.002-42181 MODEL 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: COVER SHEET 150 MPH EXP. B DATjM 07/27/20 ISCALE: 1/4"=1'—O" eFIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 X8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -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 MNCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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: 1. 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 ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WOW" COVERINGS 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 FNNSKS 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-01063.12a. 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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 W W W.abdesigngroup.com L AA #: 0003326 r w :+ rbr 6 rbr 6 BU83DIV. & LOT SILVERADO LOT #42 BLK #18 PROJECT 04128.001-42181 MODEL: 4EBB "1828-CALL" GARAGE EWMG: LEFT PAGE: GENERAL NOTES 150 MPH E . B A, A NO F-ppAtum 07/27/20 SCALE: 1/4"=1'-O" BHEET GN 9 *- Imi °iiiitll° °'li/ittttiil°Itillittttl° °ititill° i - IN ■ °'.I° - - 1 la I_ :II G Ili i' j � - T'6 INN -- � - - - ,1 IV f - ::11' 11 - - o IV II° I' - q R - ® EWILLARD - - - • o •MR BLDG. ■ - pGARAGE- • FOYER° � t:ll'11 oTRANS. . - a . .., o Ile alltttpli°�� °i■ttttlN7 I illotN7 I I 1 10111111O �11 ( r Itttttttttttl a<w.�►l�ia�i� T- IalI[$1$)otoa1' a SQ.FT. CAM'S LWING 1028 SQ. FT. GARAGE 430 80. FT. ENTRY 16 SQ. FT. LANAI 88 Ga FT. TOTAL 2,362 &Q. FT. G 1M0lAMDa IIIIiC w1D I�ymm,NO0. loll nE FOR M3 a NEOOID GW618 @Bi119 Ni°IME tpE iD1f11�ao1M10 IB1M1:9 MDTIIE RDORM>E MN. WINDOW IV 5 24/-33 CRITERIA EXTERIOR OWING° 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN, 41 S 23/-29 CRITERIA 16010 OJdD. 112 5 20,4/-22.1 BASIC HIND SPEED MPH = 150 (Vult) ]INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Cl r DBL. TOP PLATE O M BAR DETAIL ASCALE: V2'"I' s a DIM. VARIES DTL. (,,)ARCH SCALE: I/2 " I'-0' SCALE: 1/4' " I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SMALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICI"86, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BN LONGWOOD,FL32750 PH: 407.7748078 FAX: 407-7744078 W W W.&bdeslgngroup.corn l AA M: 0003325 z 04 .� � mk 6 0. a Q$Q auDDIV ae Lwa SILVERADO LOT #42 BLK #18 P1ROJ>SOT 04128.001-42181 moDEIe 4EBB "1828—CALI" UARAaa BWFNCF: LEFT PAGE: FLOOR PLAN 150 MPH B a �' ■■ _... - — � ■. ICI �.... __ - �Il�llall�ll�ll�■ ol - II FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103A OFF RI� T 0'-0' FIN. OFF RIDGE VENT AREAOFATnc = i SO. FT. NETPREEVENTRATIONAREAREQUIRED = 1/300 REQUIRED VENTILATION AREA 2366 /300 • 7.98 WENTILATIONAREAMINCHESPERFT.IIM) = 11 nSO, IN. MIN. REQUIREDVENTILATION • .5X 11 CM IN UPPER PORTION OF ATTIC W7.36 SQ IN. OFF RIDGE VENTILATION MEA • 115 SEL IN. PER VENT 567.36 /115 TOTAL ROF VENTS REQUIRED • 4.93357 TOTAL ROF VENTS PROVIDED 5 'AREAOIF CISTNEPERIMTTEROFTHENOISELESSTHEOVERHANG )EXTERIOR OF WALLTOEXTERIOR OF WALL, NOOVERNMGSINCLUDED) d,8'-8' BR'3. HGT. M —1 Lol 0 LEM "N. OFF RI� T REAR ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FNION W-8' BRG. HGT. -v n 0'-0' FIN. FLRi. '---------------'-'-'_-_ ----------------------- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' BRG. HGT. -v q 0'-0' FIN. FLR RIGHT ELEVATION SCALE: —114- I'-0' TEXTURED FNISH 1'-0. I-GT. BRS. HGT. - h0 -mom (�-o�� I I I I la a I I I ADECO. ' SCALE, I/1 . ,�_0I/1 . I�_0 -0' FIN. FLR. 1441 N. RONALD REAGAN BLVD; LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003326 J avaD:v a. LOT SILVERADO LOT #42 BLK #18 PROJECT* 04128.002-42181 MCDZU 4EBB "1828—CALI" GARAGE 9M7N0: LEFT PAGE: ELEVATION "C" 150 MPH EXP. B z DA Z: 07/27/20 aCALE: 1/4"-1'-0" A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES OSV CUTLET 70 AMP GNUS FOLe IWv OUTLET IWV OUTLET va OF OUTLET WIMD TO S%i GPI IIBV OUTLET PAIALL mini Rm HARPER M"TANT TTPe) a@ 220y OUTLET (4) WIFE CGTeE TM EXT. RMTEPRDOF CUTLET EROUD FAULT NTERI.IPT.R 6 SOWN s. eWTCII 3-WAY OP IL MATCH 4-1114Y OPBR RIALL PIDLNW Ce1LNG L1GMT © LED CLG LIGHT LED VAPOR ©Vp FROM L101R OVp VAPOR FROM LIGHT Op REcum CAN ® VENT. FAN I CIM PeR SO. PT. VENT. FAN 11A4.IONT I CIFI PER MA FT. NXmE (SPmY 7BD BT FL -11 YAR,tP ® (pal Agg I►D Algep rolse~�rNTJ }_� r FLUDIflMGN4t 4'FLUOIFG/R p p 4' TRACK LOW cam OWN PETER pS.D. main Orn eDTOR eD. MALL MOWTED vim DInECTCR SATt. sAa41. elLueeonm ® p CARSON ova C comm cxt�rae �� NTER caNeaTED NULL M A OWTANCE OF NOT UM TIER 4' PE4DANr La1R I� NATURAL OAS ► TRAP ICE JACK RAIM W ecC D16CCNNEECT MQJ XJYAM L DRcoNE so MM aN . ��� I QN �1 TeLeVINO(JACK Ca .ON To M SUPPORTED N O J•BOX ACCOOIRICE W/ SOX MARW AS &rN FOR CEILe4a Soxtomamo Ofti a FAMIOW TO CI aAMNOff S N A(xORDArKE m BODE F1AiRMD AS SUCH FOR nn� 24' #4cOMPESC r LIGHT STRIP p�ppp M' s(cANDeeco4T LOW eilOP [fnnn�nnnn� 4V NCYCMCt•!T LaIIT STRIP TLOOD Lahr F 0".seowvy MYPAO • PUa FWeN4e11TTO( FOR awes use mor LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO M VIEWED • MOOMEOOM®R PRec"TRIICTION FEeTaCL • ALL e 4 20 AMID BRANCH CRCURS TO M AAIC FAULTPIROTccTEo PEReLecTlnc4L PROVISIONS or mm ATM EDRIOI (20rU 4 NEG 21012 20A MENTION. • M AMP DEDICATED LAUNDRY CU=IT. • OR a ISLAND fNOT O4 KITCWIN CIRCUIT) • DIMYMMER DISCONNECT TO M LOCKOUT N PANS • BATNROOM EXHAUST PAN TO HAVE MN CAPACITY OF Be CPI 111TER` "TENT PER E1.111IC7RICAL PROVISIONS OF OWTKN meow mom, jII{,J,�pUtj�{jEpy LAUNDRY ROOM RIICEPrACLE SMALL M ORdOD FAULT CRCWT-N NPVLVnM PROTECTION FOR PERSONNEL ON PESDEE • WRING MrMCO SMALL M NON MTALLIC CABLE PER ELECTRICAL PROVISIONS OF IM s7M — (20n) • ALL QUM TO OGM-_T WITH ELECTRICAL PROVISIONS OF THE Fa= &TM eD (20TLL . ALL LAMPA SMALL M !ELECTED er eLRLDETe M® Tsf Q LaMTN1 MET M EQ IRGY "MUMTYPE PER FAG SNE y raNYERVATION fReOIOeNTILL REMY BDRM.#1 PIPE -WIRED \\ CLG FAN \ 'c• BDRMM..�#4/ PRE -WIRED CLG FAN TANAI LIVING ROOM (1` 1) PRE•WIRED` CLG FAN , PRE•WIRED �'' /' ` J CLG PAN WP / L; �� GFI , \ 1 DINING 1 ie I ROOVO I I I — — -STITCH IN — — CABINET I �\ 1 I I WI•C• GFI L _--- - L GFl ',-----J I e \\ i"p I „ 1 OUTLET 1 SnIC / -.-,CHUM• FOR DUKITCHE --- �i i'� — PAN. LL I RAbi GFI O n GPI F-7F IRS I/� r-----� BOLLARD / D AS REO / PER BLDG. WALL MOUNTED � CODE LIGHT W/SWITCI4 IN / ATTIC / / • .e GPI CLG. j..( METER OUTLET KEYLESS FIELD FIXTURE VERIFY a LOC. IRRIGATION OUTLET • 48' AFF. sco II : II II II / I I � ii I I GARAGE DOOR i 1 1 1 II II II I ®11 1 S/COIl II GPI GARAG 1!.lr lltI — — rl�z �1,G I \ 1 ------------------------- /, COACH LIGHT WOOD WIRE W/ OUTLET FOR FUTURE MICRO / BDRM.jf / PRE -WIRED / CLG PAN P. I ELECTRICAL PLAN SCALE, 1/4• • I'-m' -01/1 M., - - 1 \\ BDRM.,f PRE -WIRED CLG FAN / I L I LED LIGHTING C� SINGLE LAV. • BATH 4 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR I OPT. FAN I I # I I L — I I I I a I I I i � I I L I LED LIGHTING C DOUBLE LAV. BATH 01 WP Panel MAIN -A PANEL: &16vp Cd breakw VOLTAGE: 120/240V-1Ph MAN: 150 Amp M.C.B FEEDER: S-#1 Cu TFMN & 1. #e Cu (G) In 1 10C. OR 3-#200AL TFMVN & 1. #O Cu (G) in 1 10 C. P-P I IOW 6304 IAX Gu-1 I E I 2 1 RI 1 PANEL -A PANEL: 42 crt breaker VOLTAGE: 120124OV-1 Ph MAN:16OAnp M.L.C. FEEDER 3-#1 CUTHOM & 1-#8 Cu (G) in 110 C. OR 3- #2O AL TFMM & 1-#6 Cu (G) in 1 lr2" C. xRn Fat. Btr a w.tb elraaNI I Q.* I w.e. I D. flan ele Fa. ITAp #12 t 20 Smal i1ne. 16W 1 = W00 Rifle W 1 2 RI #12 I 1 20 Nkmww.IH-IGH 1900 D 4 W2 1 120 —ApP.n.. I 16DO 1 0 1 1 0 1 4W0 W9WH..I.r 26 2 WO ABBREVIATIONS: MCI: ARC FAULT CIRCUIT NTERRUPTER NC: WM40MCDENTLOAD GM GROUND FAULTNTERRUPTER LOAD CALCULATION IS SATED ON NC NONCOINCIDENT LOAD PROMO{ 29A0 CI TMw . 1% CU N 2' CONDUIT OR O %AS AL TNW . w CU N 2' CONWIT OR 2ro AL &a^ (OONDUR TO 711011TINATE ABOVE SORT 4 OVE04ANOJ 150 AMP ELECTRICAL RISER NOT TO OC4M CObNATIOi MRVKE IM AFtl• DweOmoo:T MATCH MID 171M40 VOLT GENERAL NORM, A ELECTRICAL MATERIALS MD INSTALLATIONS S SMALL COTLY Mi4 ELECTRICAL PROVISIONS OF TE 6Eid,l14 M ELBGTM NETm N NOMA 2R ENCLOSURE P.WeL @ID�lIel1) LOCAL CODES, AND ALL LOCAL POWER OO FANY PRO Ukl$PMTA B. ALL COCUCTOM MULL M TYPE TIN/fMUM INLEM NOTED OrAMMM. 7LLPIHO/E suvlra CASLe TeLe IO411flAt4C! suVl.T2 IIF eoun'eTr NSIRlR POWER cor rm7 TRANIFOprm NIEMYST@t BOTOIIO TERINAL AT LOW ORI/DE VOLTAGE COIECTONS PROVIDE e0 ART, NIM40 VOLT, I PAAM 114 CU SERVICE GROUND CONNECTED TO ELECTRICAL MRVICL PROVIDE O A COPPER (QU N CONCRETE //GASBD POOTM STEEL PER 1-1412" DN OCWM2" M PK CONDUT OR PROVIDE S 7M ALU'INUT (AL) N 2" OIA SCHEDULE M PVC_ ELECTRICAL PROVSIONS OF THE aNG&O1 CONDUIT tKAW SERVICE a PROVIDED BY TM1 ELECTRIC COMPANY. COORONATE MTH TWO ELECTRIC Sa" OIA X 0 FT LONG COPPER CLAD 6011101►D ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 m m �e StnBDM Se LOT: SILVERADO LOT #42 BLK #18 PROJECT/ 04128.002-42181 MODEL 4EBB "1828—CALI" GARAGE BW MG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1 DATEA'. 07/27/20 SHEET E1 21 2' VTR i jH 1/2 3 I 2. LAV I/2 I I 2 sHWR I V. KITCHEN 2 AUTO ' AUTOVENT I I/2��2�1 I PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE: 1/4 " P-0' TO 1441 N. RONALD REAGAN SLM LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdeslgngroup.00m L AA #: 0003325 I as Pe BU13DIV. as LOT: SILVERADO LOT #42 BLK #18 PROJECT 04128.00 -42181 moDEIs 4EBB "1828-CALI" GARAGE BIFMG: LEFT PAGE: PLUMBING PLAN %150 MPH EXP. B DATE: 07/27/20 SCALE: 1/4"=1'-0" MIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMb INSTALLED IN NON-00t4DITIONED AREAS SMALL DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER F5C 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT 5E LOCATED CLOSER THAN 0 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FOC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/9MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSER& SHALL 5E PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL, FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T AIR RETURN ON AND LIQUID AIR SUPPLY GERANT LINES AIR HANDLER RIOR WALL VC CONDENSATE DRAIN LINE U EVAP. TRAY LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETUCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER F5CR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL FITTNG OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 824-KINSIDE SERIES NIICSAM KEL O BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPO LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. 8UPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR ODD 0 .CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC CONDENSER )-3/ UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT UV (2) 68XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • W FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-B'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ■ gEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE= I/4 " F-C' NOTE= ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 74 ~ }} 7 3 b i BUIMDM 4e LOT: SILVERADO LOT #42 BLK #18 PROJECT 04128.00 -42181 MODEIe 4EBB "1828-CALI" GARAGE 8WINTG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B A D TE 07/27/20 aCAXX: 1/4"=1'—O" aNIE CT M1 ��re���,{�-r�l 2X4 TOP ATE PL PRE-FAB TRUSS IR' CLG. BOARD 1,12' DRYWALL -�, 1Ir 0- SECURE ST. - PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.C. MAX FIN. FLR 2x4 WOOD STUDS •24' oa. SLAB M.,I C: CDIUVO IMI PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN-24'- O.C. MTYP. INT. WALL (NON—BRG.) D 1 SCALE. 3/4'.I'-0' FIBERGL.ASB SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908),I ON J' O.SJti. SHEATHING OR 8' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �/ MTL. DRIP EDGE�J/ 2x FASCIA PER I'-0' ELEVATIONS TYP. O.H. VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' =N. FLR 9/8' GYPSUM BU OR IR' HIGN STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBA" 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'•1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.I.I ON OAS. SHEAT14NO OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS 'VENTED SOFFIT ................ E4li •:4:� •Yili: � i�Q�4•4•�•�O•i•�•i�:�.0•i Cat 26 GAS LINE THRU BLACK /GALS, N•.1'T FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwD.0 ON I' osis. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1,_®. TYP. uv F1\7oUCT AI'FliovN. Pam s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' �2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS OTIFFBACK AT ALL UPWP14 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS, — CONT. 2x RAT RN SECURED PER— STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. BOARD REFERENCE STRUCTURAL ix2 P.T. FURRING STRIPS • 24' OZ, I1/2' THICK, 2 COAT PORTLAND V GMU CEMENT PLASTER APPLIED I1/2* GYP. WL. BD. DIRECTLY TO MASONRY PO ' THICK 2 I PORTLAND CEMENT UK= BABE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR 0'-0' FIN FLR a. V CMU a . a n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING NOTE: PER SECTION S05.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (S )OP AE ERIUN ERLAYMETO LESS THNT SYSTEM 1 SCALE, 3/4'.r-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4969 TYPE IV, OR ASTM D 6151 ti W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. IR' GYP. ILL. BD. - WOOD BASE— FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908J.1 ON J' 088. SHEATHING OR }' CDX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 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 a-1 _ 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774AO78 www.abdesigngroup.com AA t: 000=5 7 k P O b Will 1 UDDIV. do LOTil SILVERADO LOT #42 BLK #18 PROJECT* 04128.002-42181 MODEU 4EBB "1828—CALI" GARAGE BIWMG: LEFT PAGE: DETAILS 150 MPH EXP. B DATUM 07/27/20 aCALE: 1/4"=1'-0" e1FISET D1 Im 2X6 P.T. • CENTER OF DOOR HEADER SECIaRED W/ (V VJ' X 6' J4WLT LW 4' MEN. E'ElD IlK W(2'X2'X VS'Y lR 4NR OR W( (2) V2' X 6' AWACI! ISOLT6 W/2'X2'X W' UAA"m a NR I IRS ® SECJIRE 2X4 ON RAT TO ELK ® W) MA/ONRY NAILS. 2x6 4AR4a4>: DOOReuac elEeul4aD Wi (5) VW X W J-90LT OR ANCHOR U] WXT6, UV 4' MN. E'EEOMENT. UV 2' X 2' x I/W WASHER 4 NUT, (1) UNTWIN 6' of TOP. (1) U4THN 6. OF TIE 57m. (1) EVOCY SPACED. E Is C] 0 R NOTES. ALL ANCHORS SHALL = N ACC0140A4CE TO MANlACNI115 S NSTALLATION SETRNCTIONS 0 Em e)Ir.W) NAT01Crielb a t:e�: e� GARAGE DOOR t BUCK ATTACHMENT \lwars. vr— CMU LA 4, I'X4' OR 1'X'J' P.T. NAILER a�TJN4 P.T. OR 91X4' MN. SECURE THRIJ FRAME 4 EXTEND I Yi INTO BLOCK LLV V TAPCONB 4 IM IR SHANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT 1-Y♦' WITHIN W 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 Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 %AZ WINDOW TO BLOCK +3/4 OR +514 " SCALE: N.T.S. 2X4:m SECURE TO BLOCK UV Vo' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 IB' O.G. MAX SPACING. 2X6:m SECURE TO BL W2-%' TAPCONS(MIK BANK SIZE .145 MIN. HEAD SIZEE&0 MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END 4 8• CMU 18' O.C. MAX SPACING. )j' DRYWALL 2X&: ❑ I'X4' OR I'X2' P.T. NAILER SECURETOBLOCK W/2-%. CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTAC 4 TO 2X PER WITHIN 8. OF EACH END a MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 2x4m SECURE TO BLOCK W/ 9(.' TAPO" (MIN. SHAWL SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SEA BLOCK W/2-Vo' NON-STRUCTURAL )W TMIN. (MIN. SHANK SIZE .145 EMMPCOV BEDMENT INTO BLOCK MIN. HEAD SIZE 300 a. CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2Xs=w SECURE BLOCK W/2-Y&I -36' O$$. X 4' MIN. (MIN. SHAWL SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO HIDCK +1-15 1¢" in1 WINDOW TO BLACK +1-15/ 8 E: KT . 2X4:m SECURE TO BLOCK W/ 9(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I),*) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' OG MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(r' TAPCONS TAPCON MIN. I-Y4 (MIN. SHAWL SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 6. ChAI WITHIN 8' OF EACH END 4 1S' DRYWALL IB' O)G. MAX SPACING. a VX4' OR I'X2' P.T. NAILER 2XSm SEAPCURE BLOCK W/2-%- OOR CASING COISTO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END a MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 1��} in1 WINDOW TO BLDCK +1-1 iD WINDOW TO BLACK +2 1!4 L' SCALE: N.T . u E: KT . 2X4m SEGO BLOCK WVo- (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 0' O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6=w SECURED THROUGH SECURE 61 OCK W/2-�I(s'TAPCON NON-STRUCTURAL V TAPCONS MIN. I-& (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • C.MRI MIN. EMBEDMENTIY4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR VX2' P.T. NAILER 2X84mo SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Xe:a, wn w NIaD®ro FI+1'� JM\ — wn *.=04-) DOOR JAMB TO BLOCK +3" iRND00 TO BLACK 3" �"SCALE, RT.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. 814AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE a 2X&: SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V.- TAPCONB(MIN. SHANK SIZE TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I If') WITHIN 8' OF EACH END, 8' CMU 18' Oa MAX SPACING. :S' DRYWALL 2X842w I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%, D 2X SECURE TO TAPCOVS(MIN. SHANK SIZE STRUCTURAL MEMBER 145 W1(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE MO END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT IV) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURER DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 11INDOR TO BLACK +3" SCALE. N.TA. 2X4m SECURE TO BLOCK W/Y♦' TAPC4*WMIR 814AWC SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WTHM 8' OF EACH END 4 MST BE ON OUTSIDE 4 18' O)C. MAX SPACING. SECURED THROUGH 2x6:m NON-STRUCTURAL ai(a' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPGCNS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DRYWALL 9MI WITHIN 8' OF EACH END 4 18' O:C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2xsam ❑ SECURE TO BLOCK W/1-1*-MANUFACTURES 'Y&' OAS. X 4' MIN. NS TAPCO (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦')OOR JAMB OR WINDOW WITHIN 8' OF EACH END TTACH TO 2X PER 16' O.C. MAX SPACING, DETAILS. XOIf.M wNWm WM"AVW To XOIOCwAll DOOR JAMB TO BLACK +3-7/18" t1IND0W TO BLOCK +3-7 l6t C' SCALE: N)3. 2X4m SECURE TO BLOCK W/Yi TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. EACH END 4 NOTEi STRUCTURAL 2X MAX X SPACING. MUST BE ON OUTSIDE 4 2X616' m SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL VSECUR T TAPCON MIN. 1-Y4 lMIR HA SIZE .145 N. SSHANK EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 15' DRYWALL 10' O.C. MAX SPACING. MAX OR I'X2' P.T. NAILER 2XD4 SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAPGONB OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 G MIR EMBEDMENT I A OR JAMB OR WINDOW WITHIN WOF EACH END 4l* ACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" >A LACK +3 3/ 4" H SCALE• KTA. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774d078 wwwAmbdosigngmup.com L AA 6: 0003326 = lh 2 4 Li mT•Jmm 8a wlil SILVERADO LOT #42 BLK #18 PROJECT 04128.001-42181 MODELa 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B Daurr ATM* 07/27/20 scA=.. 1/4"=1'-0" aLmmT 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 12/32/2020 21496.6 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 22/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS 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-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-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-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 20/13/2020 FL15216.1-R7 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2071FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 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-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 19 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 a1. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdasigngroup.00m L AA #: 0003325 It S? 1 o BVHDM S. LOT: SILVERADO LOT #42 BLK #18 P1RoJECT 04128.001-42181 MODEli 4EBB "1828-CALI" GAiiAGE 8WING: LEFT PAGZ: PRODUCT APPROVAL LISTING 150 MPH EXP. B A.A NO D W. 07/27/20 9CALS: 1/4"=1'-O" B ET D3 PRjvOR•ED CONTROL. JOINT FLAME OF CONTROL JOINTS Td BE WIRED TIED TO LATH • Y O.C. MAX (%ERT.A NaM DO NOT FASTEN CONTROL JOINT TO W4L1. EVEN IF STIR EXISTS BEYOND EXCEPT STAPLES UY • LEG MAC ISROLE LED TO TEMP. JOINT DURING INSTALLATION ---� FASTENERS TO BE SPACED • T' OC. MAX VERTICALLY PLA6TER3 COAT CEP ENT UM LAYER 4, FORTPIEER BWLONG PAPER APPR7V0 METAL LATH FASTENED 01' (VERTJ O.C. MAX AT SUI-PORTS WRB LAYER 01, STUCCO WRAP WOOD SHEATHING PAN -OJ',A" W, A M1 M PRIA LATH SMALL NO BE CCNTSAIOUS TMROWAH JOINTS BUT 13E STOPPED TIED AT EACH SM pROyIDE 2X4 BLOCKINS PER ASTM CI063 PLACED PLAT MAX. 6• TO S' Lo.L4 FROM CONTROL JOINT alma \ CONTROL JOINT FALL & ON l AGT04M FOR LATH TO BE MAILS OK � .�' / STRUCTURAL STUD STAPLES IN CCIMPL ANCE UV A61M CW63 2. WRE TES To BE (NO. E) 004T6' WRE / 3. BLOCKING SWORN MAY BE N ADDIT-/ \ TO WALL STUDS REQUIRED PER PLAN / 9 A O"M" TYPE CONTROL JOINT OL FOLD NNW . R. A O L TOLD NAIYID . FT. A ® 2.04111w0 PT.. :OLD 4 OLttlLD IWIAp. ® I.—INµ1Im.PTA R.♦ 2. M1114". R.S a. e11RARE . n. s IL etRluw . n. e IL C7•.aRE . R. G a FOLD DCLKX r' n. ® florm" IL.NR. • ®cLD O TT SoTWK " AMM NKTER TvWr RII FOLO.I2Q UQLM)r. IR amou MILT) APPROVED BUILONG WRAP SMALL BE LAPPED A MINIMUM OF W • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEW TO m TAPW WTM FORTEER 61iATHN6 TAPE / / r )ml LAP • nerAL uT" \ \ LATH VERTICAL LAP TO BE P I "I I — — METAL LATH I UM LAYER al, BTUCCOLATER WRAP IBU LDMG PAPER RTPIDER� / I ��R LAPLAP (j) KICKOUT DETAIL Nam, 610E LAPS OF METAL PLASTER BASES, SMALL BE SECURED TO PRAMMG MEMBERS. THEY SMALL BE TIED WTW:EN SUPPORTS WITH 004'0-114. (121-PM) LUM AT INTERVALS NOT MORE TWAN 0' On -MINA AS, PER AOTM C1063 IAL FOR REPAIR OF TEARS IN WPM LAYERS, TEARS MAY BE PATCHED WIA40M WRAP TAPE PER MAAJP. SPEC. OR PEEL 4 STICK NIR/NL MAT) NONE 1011.0 tlMAP "A &To• AMOM IORcm MR ROOF KILL II."b" i AJ YNTRR TIANT erAl. TSR/O ow — .oLD.R OQ MDT art) R _ENRTALL "NIuowrt I AT , OOF R. RTBRLSerlaw SHEATHING STUCCO J' THICK C3 COAT CEMENT PLAS METAL LATH WRB LATER 4, PORTRIBER BUILDING PAPER 91RD LAYER -1, STUCCO WRAP WOOD SMATMMG WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (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. APPROVED HOUSE ILR41". FLA6MM TO EXTEND ONTO PIR 1. OR LESS PIPE PENETRATION DUT AMP OVERLAP ONE 610E OF / SELF-ADNW NG MEPERANE —/ PI.46HRaG STEP 01 INSTALL PA6TWCM (CLIPS. STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO M44MNS PLAS SEL (COMPATIBLE COMP TIB E IU1 WOUGE NLASHNG MAL) AR RV NCIISE WRAP MATERIAL) OVER 4.4' SELF -ADHERING MEMBRANE FLASMMG OVER APPROVED HOUSE 1111RAP. FLAeNN6 To F�ltR.lD aNTo P1rt aT��p \- CUT AND OVERLAP ONE 610E OF rT STEP 2 FLA6HRacr EyeRAM UM LAYER STUCCO WRAP LM LATER RP, POWIRBER BUILDING PAPER METAL LAIN 6'AW SELF-ADIERNG PIO'IBRANE FLA6WMG OVER 4'A4' SEIP-ADHERING MENTOR" FLAGWMG OVER APPROVED MOUSE WRAP. R.AS{AINOi TO EX .END ONTO PIPE %* CONT. BEAD OF SEALANT INSTALL APPROVED HOUSIVI~ AIR INFILTRATION BAIWEIR OVER ELA6TCt' tl COATING OVER STUGOO/ C.V. FINISH (SEE TYP WLALL SECTION) SECTION PER SECTION 117113.7 Bdrlor YSrYn sM oleYLrYO Ezterla we d P.M.0 wr 1 pester shell o \*,Ath the qW.O. requirements of ASTM C 92612A. Installation of exterior lathing aM framing "I —ply M1ih ASTM C 108&12A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WR5 LATER *1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER -'- --'-'- BUILDINGz PAPER) METAL LATH x-x-x-x STUCCO I �.` 5ELF-ADHE511/E FLASHING — — — — — — u NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-54-1-0g, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigrkgroup.com ` AA #: 0003325 J F fit 6 avaaly ee LOT: SILVERADO LOT #42 BLK #18 PROJECT# 04 28.002-42181 MODEU 4EBB "1828—CALI" GARAGE 1191WIATG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 1p DmNT A W. 07/27/20 2CALE: 1/4"=1'—O" s*EEET WALL BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEC mur's OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R703.7 EAwlor lBtlVrIG and pla (left Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER -1, ..x _ STUCCO WRAP I I . HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME.) LEGEND DRAINAGE PLANE (LURB LAYER 01, STUCCO LURAP) UJRB LAYER "2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES (9 DRYER VENT ( BLOCK) BUILDING PAPER OVER 'GMIC:K FLASH' PIPEL THROIXaHWAL 6' 6ELF ADHESIVE — FLASHING (INSTALL PER MARV.SPECS.) BUILDING PAPER — WDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO F•1RC.w I V RCtiC I V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W BACK - ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANI ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 6® M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 4, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRJCTURAL Mh..hIDER • 1' OL. MAX 1TO N M --WAL '. �� •' WIDE STRIP SELF ADNESNE FLASHING, CLEAN MASONRY DEPOW ArPLYINd. FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) U1RS LAYER M, STUCCO WRAP STEP #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF-ADHERNCs FLASHING OVER APROVED HOUSEWRAP STEP #3 S• STEP #2 WRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �- WRB LAYER 62, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP #5 STEP No (1)ELECTRICALRECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwAbdeslgngroup com AA N: 0003326 117 94 :a o BUDDIV A LAT SILVERADO LOT #42 BLK #18 PROd10CT* 04128.002-42181 1[ODEIt 4EBB "1828-CALI" GARAGE BIWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO FLASHING - - - - - y 2 1/2' k COWER BEAD (FASTENER 4 SPACIWx ® -1' O.C.) CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD 9 BLOCK IM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH:407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 1 $3�Qq l F 14 Q[TmDIV. k LOT: SILVERADO LOT #42 BLK #18 P1tOJECT* 04128.002-42181 MODEL: 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 07/27/20 >scALE: 1/4"=1'-0" 8HZZT WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — BUILDINCs PAPER) METAL LATH X—x—x—x STUCCO WOOD BFIEATHM TMW I^Q81871VE DDAAR NI" / UMATMO RI'IES18TIVE96A y��2L X'lIdVEALAP*IDNG � *HERNG 1 PLASMIN6ADNERNfi 6 1 uCATER REN*TNE STARPER *TMP / \ 1 \� \\ SANeroER D � IPtd818TNE DO rux IC aI 1 1 \\ y *' BELT-ADHERM BGAL�Im I _ i PLASHNG \ — GALV'D PETAL Ga vv rlerAL �' 'z' PLASHING W PLASHING -- utoOD TRM1 MEMBER / ` TRIM MEI'EIETB R 1 T. CAPCALL OR IPPRO IDEKANT \\ ` am SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION WOOD CI"Tm rto4 \4— EEI70ND WOOD 6HEATHM I^a*I*TVE wulER �eR I�m81eTVE �x,RlVC,4�ORDNG ,� / ROAM N 8AttEN a s IALAGMIH9-AD"IRING / \ \� *TARTER *TRIP 1 1 \ hl FLAGHM \ WEATHER RESISTIVE DAM E�elenvE 5l PLAbwm OHCItlN6 MTAL 'PLL—A614M HAMS TIIL" PERK ELEVATION we c"Imm / \ HAROM TRM1 PER 1 ELEVATICN \ `REAL GAP 410CAW.K1,42 \ / OR APPROVED 6EALANT SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION _ 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdaWgngroup.com AA 8: 0003325 O kbk 6 kbk 6 evzialy ae LOT•. SILVERADO LOT #42 BLK #18 PROJECT* 04128.002-42181 MODEL: 4EBB "1828—CALI" GARAGE 871ING: LEFT IPAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. B D TE 07/27/20 8CALE: 1/4"=1'-011 8EIEET WA4 - * % 2x6 SUB-BANb L / . : / i W/I'x4' NOTCH • r--------- --------------------- - ✓ END, WRAPPED IN PEEL 4 STICK DRIP EDGE P F------ --- ------- - -- -- '1/8' TEXTURED I � FINISH • WOOD 1/2' TEXTURED FINISH • CMU / METAL FASCIA / \1 \ !% WRAP Y6' FROM \ STUCCO, I' FROM \------------- �' ! WOOD WALL \ 1 r J \ EXTERIOR WALL (FRAME OR CMU) \� \� NOTE: NOTCH FOR 2X& \� SUB BAND ONLY ®ELEVATION ®PLAN A lro' TEXTURED FIN16H • WOOD, V2' TEXTURED FINISH • CM x ` METAL LATH x x x x x x x x METAL FASCIA WRAP y' WOOP SHEATHING x x x x x x Olt CMU WRB LAYER 01, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x - WR23 LAYER s2, FORTIFIER x x x x x x x x x x x x x - BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2X6 SIB BAND ROOFMG CEMENT X X x x x x x x x x x x x x x x x x x x x J FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT X x x x x x x x x X X x x (REFERENCE POINT ©p AN ONLY FOR WALL OFF I x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) �— I1/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH • CMU \ / 2x& SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL a 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 6'-8' O.C. MAX. 2x SUB -BAND W/Ii'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x 'IN \ .. % % X x x x x �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x- X x x x X x x X x x X J 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 SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH • END, WRAPPED IN PEEL t STICK ROOF CEMENT • 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/I4'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY Pt 114 r� 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746076 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003326 b b U-1fld"ITA aTvsaiv as LOT: SILVERADO LOT #42 BLK #18 PROJECT# 04128.002-42181 MODEU 4EBB "1828-CALI" GARAGE OWTI TO: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 20 D � 07/27/20 aCA* M 1/4"=V-0" aI3EET WWA6 90 4" CONC. �pSLpAB TOP OF 0 SLAB 39'-8" 28'-8" 11'-0" Y-4" 15'-10" 9'-6. — 1 — — — 7 _ FM-12X12 I — — — — — FM-12X18 I 4 4" CONC. SLAB Lu I w F-24X24 1•-0" +-3 1l2 . 1 10 101_0" 1.1 EXTEND FM-12X18 1 1 SLAB 1 1/2" I I 111 I I I. I V I SLAB N I I 'I I �I I I I �I I• I I 4" PVC CHASE; 1 L— — — — '9— — -5 1/2 l-- I 4- ' 17'-8" 74- I 1 • 3'-0" 5 1 _ro io . ILL g I I EXTEND 1 2 1.1 SLAB 1 1/2" — ri 4" CONIC—.-� 1 ro FM-12XIS m l� lW W SLAB I 3'-4 11 *:3 1/2i I , -7 1/2 61 2 LL O J 1 1A h 1 FMC-12X18 FM-12X18 FMC-12X78 L 1.1 FM-12X18 9-ji o 4 4 2'-8" 16'-0" 2'-8" 4'1" 3'-10" 10'-2" 21'-4" 14'-0" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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. 11.13INDICATED #5 BAR, GINDICATES #6 BAR,BNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"). AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED 3'-W O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 W1.0WIA OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x12 12" CONTINUOUS 12" - O 5s FM-12x18 12" CONTINUOUS 18" FM-16x18 1G' CONTINUOUS 18" - 9 FMC-12x18 12" CONTINUOUS 18" - s VARIES 2„ (_ .. FOUNDATION PLAN SCALE: 1/4" = 1'-0" pik— 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abd"gngroup.com L AA #: 0003325 7 is 6 o a BUDDIV. Se IAT: SILVERADO LOT #42 BLK #18 PROJECTp 04128.002-42181 MODEL: 4EBB "1828-CALI" GARAGE 81"NO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B D TE 07/27/20 BCALE: 1/4"=1'-0" BtIEET si 30" MIN, EACH WAY — MONOLITHIC FOOTING z +y Z STEEL REINFORCING INGROUTED STEEL REINFORCING IN GROUTED�•—CELL SEE PLAN FOR SIZE AND d a. CELL SEE PLAN FOR SIZE AND REQUIREMENTS Ia j_F SPACING REQUIREMENTSSPACING .�8" GARAGE DOOR w m U W Ir Ir < .wRECESS o CMU WALL O co 8"CMU WALL .. ,SAME SIZE AS LARGER BAR W W B' O io Z tO — IN FOUNDATION WITH 30" LEG EACH WW U o' o +- 0'-0' d. 'Ixf J WAY AT ALL CHANGES IN DIRECTIONS O m - TOP OF SLAB TOP OF SLAB "� I .. SO THAT THE STEEL REINF. IS CONTINUOUS ° MATCH AMOUNT OF CONTINUOUS BARS I I s.. CURB FOR + a EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY) #3 18" EXT. PORCH SLAB - V RIES SEE SLAB SCHEDULE TOP OF GARAGE ' ' - ILL CONTINUOUS STEEL MONOLITHIC v. I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET `- i;p. AT ELEV: W/ 1/2" ISOLATION _, JOINT (WHERE • • 6" CHAMFER (2-STORY) #4 24" W/ 112" ISOLATION 4" CHAMFER (I -STORY) 6' CHAMFER (2STORY) -� APPLICABLE) Z - SEE SCHEDULE �„ JOINT (WHERE APPLICABLE) Z o EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WXD, BAR SIZE a#6 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY � N AND BAR QUANTITY NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=1'-0' CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 49' ---�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W w 00- I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 1/2"xB" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. W/FLANGEQBASE 0. EPDXY. MIN. EMBED I TO BEPT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 8", UNO PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY o Q ❑ FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX NAIL i6" OIC STAGGERED. Ly = SPECIFICATIONS FOR N ¢ BTM AND TOP PLATE ADDITIONAL METAL a� USE AND I ANCHORS W/,Od x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 21/4" PREPARATION OF HOLE. COMMON NAILS FILL ALLch REQUIRED WHEN NO (q UPLIFT IS PRESENT. TAPCONS w cc HOLES, DO NOT USE 10d W W z 3" crSEE SLAB SCHEDULE a SEE SLAB SCHEDULE � 4Q0 TOP OF SLAB ` 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) a � s ° EQ. EQ, SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3a=,-0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL � 6 � SCALE:3/4'=1'-0" (NO UPLIFT) SCALE:3/4"=1'-0" BDALE: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" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q " 0" PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 0 BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WHOd MASONRY NAIL C� w 16" O/C STAGGERED. ADDITIONAL METAL 0 a CONNECTORS NOT 0 N B"CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. M ? +- U-0 POURED LINTEL CONT. (TYP.) �' 8" CMU FILLED CELL (TYP.) TOP OF St B'o'' SEE SLAB SCHEDULE .,I° 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" TOP OF SLAB . a• Z Z ♦ ` "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND m n CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX .�a •' POURED MONOLITHICALLY WITH y FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ICI COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOAND COL. PAD BLOCK WALL CONNECTION -0" (NO UPLIFT) BCALE:3/4"=V-V' S 11 SCALE:3/4"=V-0" L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 NM [ a 4 S aJill 1111 avanI at LOT SILVERADO LOT #42 BLK #18 PROJECT#L 04128.002-42181 MODXLA 4EBB "1828-CALI" GARAGE STUNG: LEFT PAGE: DETAILS 150 MPH EXAR B DATE: 07/27/20 aCAI.E: 1/4"=1'-0" LlHEET S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.00m L AA N: 0003326 1 ry� w f aZSr a atMD:v & I.OT SILVERADO LOT #42 BLK #18 PROJECT/ 04128.002-42181 MODEL: 4EBB "1828—CALI" GARAGE RWRNO: LEFT PACE: DOWEL PLAN 150 MPH EXP. B nw� 07/27/20 aBCALM 1/4"=1'-0" 71.2 T TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTEDBONDBEAM VARIES PER ELE Z e < I ea 5 a D CLEAN OUT REQUIRED FOR INSPECTION -i N I 0'-0" FIN. FLR. TIE RTICAL REBAR .. a TO HORIZONTAL REBAR WI 10" HOOK BAR SIZE 48 BAR DIA. Z #3 18" >O #4 24" U HORIZONTALNERTICAL REINFORCING (D- SCALE: 3/4`=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W U 0) Z 8" CMU WALL M-�" -0` TOP OF SLAB _ 4 TOP OF SLAB SEE SLAB SCHEDULE EXwy T. PORCH SLAB BAR SIZE 48 BAR DIA. > EX1P2"ISOLATION 4"CHAMFER (iSTORY) 18" JOINT (WHERE < 6" CHAMFER (2-STORY) 24" APPLICABLE) Z ATCH STEEL #5 30" i REINFORCEMENT TOOTING F �NG PER SCHEDULE #6 � B" PVC CHASE THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=V-0" #5 BARS l;I- CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngfoup.com AA #: 0003325 o � MCI a a SUBDIV ae L+OT: SILVERADO LOT #42 BLK #18 PRO"=T# 04128.002-42181 MODELS 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B DATZ 07/27/20 SCALE: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 @ 1S" 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'-0FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH I 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 (psrc i)SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6Wr-6MR I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 0°0 74' (42') PRECAST 2231 4'4' (48") PRECAST im 4,4. (549 PRECAST I= 94' (84') PRECAST 1217 B-16' (70') PRECAST I= 7b' (78') PRECAST ooa r4' (OD') PRECAST 743 S4' (112') PRECAST 554 1Sd' (120n PRECAST 475 114- (13n PRECAST 302 12'4' (144') PRECAST 337 17�4 (10n PRECAST 298 14'4' (18n PRECAST 279 14'4' (176') PRESTRESSED N.R. 1" (1641 PRESTRESSED NA 1rW CCM PRESTRESSED N.R 1S4' (232) PRESTRESSED N.R. 21'-Ir OM PIESTE80® N.R. 2T4' (2041 PRESTRESSED N.R. a<'a ==rm—m 7 G 0■ LL7®KZR©OEM oow,Tmmmo v00000v oomomoml m��voov mom�oom mmmvoov m®m000v ii�®OmmOm mmE.:�AE�mO �m00mQ'�Q �E�m00m0 Dmm00�1'!Q'. oo�v©mo ommom�-�1 000®omo 0000mov vom000v ©�mOm00 D��mmDO ®00��00 ""mm� 0��0�00 0000000 C�9 PRESfA6NED N.R. I in I m 1 4= 04 1 444 10= (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEC IFICA1 SAFE 8" PRECAST & PRESTRESSED LOADS FOR I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS tiIIIIIIIIIIN-6011111111 I SAF.EDAD r 6OF-6� I SAFE LOAD - POUNDS PER LINEAR FOOT 7d' (42') PRECAST 1025 1024 1680 TO (42") PRECAST rd' (41n PRECAST 7B6 M 130D r4' (4117) PRECAST 4'd' (541 PRECAST 6A2 Sol ion rd' (61-) PRECAST V4' (64) PRECAST 411 411 745 S-4- ro49 PRECAST 8-10' ('M PRECAST 340 339 018 V-10' (M PRECAST 74' (In PRECAST 607 721 490 Sd' (76n PRECAST r4' On PRECAST 424 534 36.3 7'4' on PRECAST 04- (112') PRECAST 320 612 230 9 4' (1121 PRECAST lab' (120) PRECAST 284 401 IN tad' (12r) PRECAST 11'4- (13n PRECAST 25D 462 154 W-4- (13S') PRECAST ir4o' (141r) PRECAST 244 402 137 1r4' (1441 PRECAST 134' (18n PRECAST 217 324 110 174F (18n PRECAST ird' (Im PRECAST 205 203 100 14'4' (1607) PRECAST 14'4' (176) PRESTFIESSED N.R. 284 91 14W (17or) PRE IVW (Igor) PRESTRESSED N.R. 269 S3 IVW (1N-) PRE 1r-V On PpE61AE6BFD NA 194 N 1rw on PR6S1AE88� 104' Mn PRESTRESSED NA 148 52 IrW Mn PRESTRESS® 214' Mn PRESTRESSED NA 125 42 214' (26C) P 2r4' (2641 PRESTRESSED N.R. 116 40 2r-0' (-) PREHIRE88® 24'0 Mn PRESTIMSED N.R. 91 33 wo p9 PREBTR (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM C OF BEARING PAST EACH SOE OF VANOOW OPENING 1—mm—m-------- I-------__---r--p Lm—m—m_m—t-mm---- m—_i LIFT BEAM PLAN SCALE: 1/4" = V-0" JUL 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbd061gngroup.com AA #: 0003325 J W C 40 0 1.4 8unDsv. &C LioT SILVERADO LOT #42 BLK #18 PROJECT 04128.601-42181 MOOR s 4EBB "1828-CALM" GARAGE SWH G: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B WANT A IC. 07/2720 SCALE1/4"=1'-0" mHum 90 s/ #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" aG��pF V� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 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 BONO BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH # OF #5'S, IN BOND BEAM COURSE N5 F" NOMINAL)-16-1 T/1 / B 9 Q�� HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 1T/1M/08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AN O XFXX- IT/OMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/IM/00 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST • 3 1/4" WINDOW i SILL a SLOPE M TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYR B 8" BOND BOND BEAM �,#5 1#5 TYP. B"x16" ;o BOND BEAM y!, 1#5 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR GROUT SOLID FROMTO P LINTEL TO TOP OF BONDOF OPENING BEAM, IF FILLED LINTEL.SEE NOTE 5 8x8 PRE -CAST CONCRETELINTEL FBONDIIE,AM W/ (1)#6 BAR (L2)LENGTH OF BAR = WIDTH OFMASONRY OPENING-2" BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETESCALE: 3/4"=1'-0" LINTEL, W/O STEEL (L1) REFERTO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) I-W16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1l4") 8" FROM EACH END AND 18"O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 /2X4 SOLID BLOCKING - 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3l4"=1'-0" 1 — SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM JUL 1441 N. RONALD REAGAN 8L LONGWOOD,FL327W PH: 407-7744078 FAK 407-7744078 W W W.Bbdesigngroup.com l AA #: 0003325 b "aD all 11111111 Y! Im X 0 rmumm ae X.07il SILVERADO LOT #42 BLK #18 04128.002-42181 moDulu 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B DAPS"" 07/27/20 acALS: 1/4"=1'-0- aiISST s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8' LONG, WITH WASHER @ 10" 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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)1; _ COMMON NAILS & SECURE TO BM. W/ i3 SIMPSON LTA2 USED TO BRACE TOP OF WALL. CA x EJ7 I § CJ3 n guN x pau ygn pryx pqx n ux Nn it x 1 B II x M : CJ3 F� tl a N A II II II A II CJ5 = n n x n x n s u n x x n n CJ5 1A 1A 3.1 A14G 1A to A7---- :aaaaesaaasaae=ate =—a —soaaa----=—. �ss:a®a�a:a�aaamaa�asa� .... ......a PRE-FABRK'ATED ROOF 7RL MM O24" O.C. MAX a...=.a........ .._............ a.=.=®=._....... .. . . . . . . . . . . . . . . . ...............W ................ 1A __ 1A 3.1 aa�az�aa®sa�sasaa. a:s aa�as=aa.aaamaaz�a:a�• 3.1 . a.........: .. _.=.........:. =.:a=saa..(=22"xsa" �••••• .=.ate=.::_.... ° I ATTIC I ACCE�SS �L.... .aa�a.=.=...... ...-_..... ........... ��e tiA . to A15 1 •1 to 0 A16 81 ..� ..-..a.... 1 1 7 1 FRAMING PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdaslgngrouP.com L AA N: 0003325 1 r bb� 14 F m C go a To SILVERADO LOT #42 BLK #18 PROJECT 04128.00 —42181 MODRIA 4EBB "1828-CALI" 5ARAOR ewua0: LEFT PACE: FRAMING PLAN 150 MPH EXP. B DATjc. 07/27/20 8CALIlC: 1/4"=1'-0" 8 s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 J" NAILS TO TRUSS B{2) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 } NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV, COMMON NAILS 12" O!C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOF/WALUFLOOR HTSM20 Wl1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP 92 2" x 4", # 1900 UPLIFT (2) SIMPSON 8", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF BLOCK WALL W/1010d TO i"I N. RONALD REAGAN BI LONGWOOD, FL 32750 O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" PH:407- 74,407 ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL wwwabdosigngroup.com AA •: 0003325 ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ Q!1a 1b 1c GIRDER CONNECTOR(S) S = (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVERS TRUSSES) 4'-0" O.C. (AT SHEATHING V-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1@" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" ^ FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2xS P.T. PLATE W/ 12d's 8" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" OUTER'1/3 OF SPAN ONLY BTM.- PLATE DEPTH 1/4"D —HOLE EDGE >518" —HOLE DIAMETER < 215"0 SGL. STUD HOLE EDGE >518" 011 OLE DIAMETER < 3/5'D DBL, STUD STUD NOTCHING %1 AND BORING LIMITS 0 SCALE: 1 1!2"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2, ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ��ALTERNATE MATERIALS SCALE: 3/4"=V-0" TITEN 2 ANCHORS MIN. 2" COVER S 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0" �11 _x p3 7 R � 6 a atMIDIV. ae LOT SILVERADO LOT #42 BLK #18 PROJECT# 04128.002-42181 MODEL: 4EBB "1828—CALM" GARAGE aWINO: LEFT PAGE: DETAILS 150 MPH EXP. B Dp � 07/27/20 aCALE: 1/4"=1'-0" aiIEET s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O OOD PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN W/ 1/2" DIA. ANCHOR SOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY V' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-7744078 wwwAbdesigngroup.com L AA #: 0003325 z s�s c b io a RIM 1 ausDm AC LOT SILVERADO LOT #42 BLK #18 PItOJECT 04128.002-42181 MODEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d ® EP TRUSS (DIAG. BRACE COVER 5 TRUSSES) 0'4" TO 30'-0" (1) "X" BR 30'-1" TO 60'-0 (3) "X" BF (1) "X" BRACE 0 CENTE (2)'X BRACE DIVIDED FROM CENTER TO END 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYR TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. IN lx2, 2x WOOD FASCIA NNECTION PER VENGINEEREDWOOD SEE ARCHITECTURAL SS MFG, 2x SECURED W/ (3)16d GALV. COMMON NAILS. 4" O/C, 1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12" O/C AL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN 6GALE:34"-''0" VTCR SPACING (1) AT EA AND 6'-0" 0. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 wwwAbdosigngroup.com AA N: 0003326 _ J 1 b b A a r aysDiv. ae LOT: SILVERADO LOT #42 BLK #18 PROJE 04128.0CT0I-42181 MODEU 4EBB "1828—CALI" GARAGE OWWO: LEFT PAGE: DETAILS 150 MPH EXP. B DAB 07/27/20 aCALE: 1/4"=1'-0" aHEET s3.1c r q 1, A A GABLE -END �'� NIP - ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 =8.97 PSF (19,97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= W-W END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT , 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6"O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FND. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 31C STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ARE TO BE 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCHi 2017, BM EDITION ALL EXPOSED EDGES OF CONCRETE CHAMFEREO ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6411L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS04-MUND VAIERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTIC ITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWORK: 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 FORM -WORK. 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, 6th 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 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp 02. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEOOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLA8-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 pat TOP CHORD-Iwn-mn rt 10 psf BTM CHORD -r oorcorrenl DEADLOAD DEAD LOAD 15 par TOP CHORD 20 psf TOP CHORD (7 paf W/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 FBI STAIRS LIVE LOAD 40 pe 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 A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 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 - 38' #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. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE 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 A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA 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 A58.1.1082. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED=150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FOG R2017) EXPOSURE 8, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pst, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSt, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pEf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (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 SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm =1600 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' ROOF/ WALLA FLOOR WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. SHEATHING FOUNDATION/ SITE PREPARATION: TYPE W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PSI, FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 sf FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS FASTENER SCHEDULE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Bd RING SHANK, 2 1/2" 0.120" 170,000 t'r Nu- 20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES j . Z ❑ Z J Z U N O � Z ® Z, . J QY S' y C0 . Z J Z Z WLU O ` W rn O Go W m a TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING Emm III ---_11 -' .---�11 , mmm ��, ��I •.a B 8d RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIM TO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT O(CEED S d- PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SWILL COMPLY MATH ALL THE REOUREIIENTS OF ACI 301 AND ASTM C414 OR MEASUR NG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIME -STAMPED WHEN CONCRETE 15 BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO MIX X UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAM WEATHER 1-112" FOR N6 AND SMALIII2 TFOR NB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS. WALLSAND JOISTS 1-1/P FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Fy . 36 kal FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 kel. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy - 35 Cal. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPI. TICW SDE TYPE SPACING 0.EMAR14 APPLICATION SIZE TYPE .PACING REMAF]6 1%S1-1-NGTO CASE HARDENED COK GAMGE DOdi cD 1N'pN. TAPCON MA.CN0.1 111YEMSED.,4•END DST., MASONRY/GONG. NAIL 11?_. B, bL TO MASONRYIO]NC. NO WASHER FASTENER E 11S EOGf DIBT. 9G0, AL. E%T.DOOR. CASE HARDENED COIL COIL WINOOWIDOORIFABTENED GNUOEDOOI2e1CK -D. W/ EXPANSION BOLT 24"OIL 1EMEED., 1"EN... T., tx PT, SEE NOTED NAIL I III LONG. STAGGERED IMOMASONRYICONO. TO MA9CNRYIaONC WASHER SEDGEDIET. wsooW" DASE NARDENED coa s•ac WINpOWIpOauPASTENED METAL ERAP To CONTACT THIS ENGINEER FOR SPACING v Pr,.EE ND1ea NAx1]rYLONG. sTAcaERED Nro NAsoruxYrcoNc. MAsoNRrl coNc. REQUIREMENTS EIR. SWING DOOR o)YfSS)IA RAPCON IS WC 1]YC EMBE.,CEND. NON-WAPoNG WOOD ]!l' EXPANSKJN 1'EMBE-EN/ BUCK 2a PT,BEENOTEB NO WASHER FASTNER DIST.. I IIC EDGE DIET. WALL TO WNC.BIAO WI WA.NE0. BJLT D18T., ]"EDGE DIET. 2vTWWOdN .CK 0.12a'PAFA2 COIL IEND.DNT.,I- PtT09TEELCOL..SEE w/WASHER .TA.I- EDGE DENT. NOTES NOR 1. STAPLES 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 I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-2F HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRCTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407.7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 r q of b b O lluglt ^^ 0 qg i 8Z%81:iV at LOT: SILVERADO LOT #42 BLK #18 PROJECT 04128.001-42181 MODEL. 4EBB ]] 1828-CALI" GARAGE BTIDPG: LEFT PAGE: DETAILS 150 MPH EXP. B yes