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HomeMy WebLinkAbout7131 Boxer Round Pl99 828-4EBB-CAL199 H OMES 12602 TELECOM DRIVE, TAMPA, FL 33637 74ml: (813) 740-9720 Fax: (813) 740-9715 ALL `►`t)' rIR I- s. ' �uNi Ily WITH PREVAILING CODES FLORIDA f3UILDINt� CODES _ A4A. ELOF ECTRIC AND THE CTYpj JYRHIILa ORDINANCES REVIEW ®ATE CITY ��NpINERHIL '. PLAN • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • RAM 1 aM j, �$ jj (j� *A I= M K.� Mp �YY iM4W �Y YVl/1� .00CUPANCY - RBSmENML CROUP R3 VB -CONSTRUCTION TYPE - •D INTERIOR FDIS}I - CLASS B �. SPUD •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH �E _ B 1-STORY RESIDENCE 92-STORY RESIDENCE - MAY. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/c ADI. ALT. AMP. BD CL CAB. CGG. CLR. CDNC. CPT. C.T. D. DBL D.G. DIA. DIM, DSP.. OF. DR D.S. D.W. EA. ELEV. EQ. EXH. EXT. F.GJFX. P.G. FIN. FUL FLUOIL TG. GA. GAR. DISP. G.F.L GL. GYP. BD. H.B. H.C. HDR, HGT. OR FIT INS TNT, ABOVE AIRCONDITIONANG ADJUSTABLE ALTERNATE AMPERAGE CENTERLINE CENTS CABINET' CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER OUBL DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT' DDETAIL ISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIRED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEOTHERWISE HOLLOWLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. MUM. M.C. MFR. MIN M.T. MID. MIL. N.TS. O.C. PL P.B. PH. PLT. PIL PK P.T. R RAD. R.A.G REF. RM. R.O. S.D. S.a SHE SHTHG. SHWR. Sim SL SL.OL STD SWE TEMP. to T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WO W.I. LAVATORY LUMINOUS MANUFACTUREREDICINE EI' MINIMUM TURER MINIMUM MUNTEDRESHGLD MOUNTED METAL NOT TO ER ONCENT R PROPERTY LANE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRRL REFRIGERATOR RGGM SOgm OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPERED GLASS THICK TOPOF CURB TOP OF PLATE TOP OF AB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD WA FDO ePATER WROUGHT IRON DATE DESCRIPnOx a,a,,,w COg181m ARCHITECTURAL SHEET DESCRIPTION ' �(' ATE PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DL -DETAILS PG D2-DETAILS PG D3—PRODUCT APPROVAL LISTING 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 OUIS/I6 CDSRE•1881ED EQIiUD S�DA'C. ELEVATIQiB ADDED �rAb COS RE -SLED MAW FOOTING FEVNWNPERMBGYES 11*414 COSRE.MIED W/M" ADOWCT1iBI.EWWTEItATGARAGE DETAIL MRTMYERB) 0WAS FLANMAINTENANCE OMM REMBED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 &44A% ADDED ADDITIONAL RECEPTACLE IN GARAGE PER DILL BATSON aELS) r SQ.FT. CALC. S pM4A5 IffVIBED NVAC VOLUMES ON W" GALC BCNEDIILE (FEI.D) @"A ADDED SX MOWDEEPFOOW DUAL 12/811 (OM) LIVING182$ SC! FT GARAGE 43D FT. ENTRY 16 SCa. FT. LANAII W Sa FT TOTAL 2362 Sa FT. 4"AB ADDED LED LK%:M • KITCW N A E>.ATHADOI'IS PER MARK DOW CV" ADDED STONE OPTION ELEVATION C B D (TAMPA) CS" ELEVATION 'G' SIDWi—ADDED LOUVER a GABLE ROOF STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILWG 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 MFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBMIITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abde&kWigroup.com AA M: 0003325 a u lu D 4 0 avaa:v. as 110an SILVERADO LOT #9 BLIC #18 PA 'T 04 - .00 9 1 >,coalnrl 4EBB "1828-CALI" 0AXA0Z 9T11Mds RIGHT PAGM COVER SHEET 150 MPH EXP. B -;T F 10/09/19 1/4"=1'-O" C1 GENERALNOTES 1. ALL WORK DONE UNDER THIS CONTRACT $HALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2D17) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (20T7) 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 R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. S. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WAND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: 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 NTH SOU WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOM3 CORE STEEL DOORS NOT LESS THAN 13B INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 MM) SHEET STEEL V MN. 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 R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. S MINORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKF ILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3-O" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3, MINIMUM NAILING PER CHAPTER 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMNG MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEEROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEETSNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLUI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH'/.' AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032. E THUOR WALL COVEROlOi 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE E TEIOR FNIB U 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,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 & ASTWC1063.12EL 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 - 1"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-CIO63-11AAND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CELL MU 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 , www.abdealgngroup.com AA N: 0003325 P, z i Q rd 44 0 i sum3rv. aft ImD, SILVERADO LOT #9 BLK. #18 PIIOJWT 0 28.0 -0 1 1 moDzx.1 4EBB "1828-CALI" GAIIIIAGN STrINCk RIGHT PAGW.. GENERAL NOTES 150 MPH EXP. B I"PRINT "I DATJIk 10/09/19 ECALM 1/4"=1'-O" simeZCT GN SNMGLE ROOF 16'X60' FYFON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYPJ FLR_ I I ------- W-8' BRG. HGT. 0'-0' FIN. FLR40_ - SLOG. W.T. T� �FYPON LA2X24 OR EQUIVALENT Fi FRONT ELEVATION SCALE: 1/4 . I'-V' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS I M FSCR R103.4 OFF RIDGE VENT LAP BIDING AS SPECIFIED (TYPJ 4' FREIZE SAND (TYPJ 6' TRIM BOARD (TYPJ 3'-8' SF S. HST. OP'T. COACH LIGHT 6'-0' BRG. I 0'-0' FIN. FLR 0'-C' FIN. I —Z7�� OFF RIDGE VENT OFF RIDGE VENT REAOFATTK = 2364 S0. FT. NEFFM VENTIIATION AREA FEWIRED = T/3w FCQOMEDVHR¢ATIDN AREA = 2394/3m = 7A ENTNATIDNAFtEAX SG NO ES PERK 11441 = nX72 SCL N. MN. REWFEDVEN711ATION = .SX WC72 INUPPERPONnONOFATOC - 9035 S4 N. OFF RIDREVOMLATION AIEA : n5SO.N.PERVENT 50361125 urOFVENT5REWRED = AM&W urOFYOMPROVID® - S 'APfA OF ACMZ PEINM91 OFTRE HOW, LESS TNEOVEIENNO NOEPoDROF WALLEd MW)ROF WUL. NOOVEIMANOSINOl1OCD 8'-8' 5RK.. W.T. 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A PANE TO Y VERIFIOO a NOMOUNER FIE-CONGIElCTION METNO. • ALL R A » ANT ERANCN CIRC&UTG TO EE AMC FAULT PROTEK:TED PER ELECt'RCAL FRO•MIONE OF EYd ATY edT1O1 HEM) 1 NFL tlRa'AAE4 ®ITIOI. • M AIT DEDICATED LAU DRY CIRCNT. . GNq • IGLA/ID ,40, ON KITCINN CIRCUIT, • DN 410AMM DIGCONEWT TO N LOCKOUT N PANm • IATHROCM EXIWRT PAN TO I/AV1 FOIL CAPACITY OF N OFI NTIMMITTSIT PER ELECTRICAL PRDNNOW OF NOTION MEOTA FNu �lY eDITIeN fSA111 • LAI/ARY ROOM RECEPTACLE NULL EE GROUND FAULT CIRGGT•NIEIWEtTER PROTECTION FOR rEREONNa ON FEEOEM • LqRM MTMQD SMALL Ee NON I'NTALLIC CAMS FER I•I ALL WOWL MMY U W • ALL WORK TO COMr1.Y Y1N 6ECTItlCAL rIEONIGIONG OF T1E F110! 61H ID !}OMl • A DNA LtlAITNIG MAT i 6ERGr TYPE P! ------------- CEILING MTO. LIGHT TO DE I PRE -WIRED LIVING ROOM METALLED, CLG FAN �.,.� OWNERS PROVIDE I (' \ `J PRE -WIRED SUITE J-DOX FOR IUP OPT. 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I'-0' E��E��I�EN✓• o E®OD0 i� fa ®Eoo��mEea Eu ®oEv,—EE�Eo om�oo® E©Om^'�IIL"'P'.S'�EE4 Ef*EEE�ECEr'TnT �� NIE31 EEC 00��0® ELIO RmoWO •'^`�0tilE E�i .--n*•a+�ROR® IIIIIIIIIIIIIIIIIIIEL.M ELM �RTifi'v�EEi �rara��u NJt N:Rfic�fififi �tE� MIi NE! t�>• tEti EEi tEti EEi tEtiL�tEtEtEN EEiL�EEEEi lR ELN N:Nfic�fa�� EGNEEEEEEL�EEi EEi EEEEi EEi EEi EEiL�EEEEi ELi EE�EEEEiL�EEi�EEEEi Em ED ig IO IIIIIII^T I I --------- I I I + I I I I s I I I I L I ( J I _ I I I LED LIGHTING ---------% @ SINGLE LAV. LED LIGHTING EIATH ® DOUBLE LAV. ouNE rH PRDYM M/N CL INN • AS CV IN N CONDUIT OR A YAD AL, MEN I I* CU IN7' CONDUIT. (CONDUT TO TEIE'R/ATE AWOVE SOFFIT • OYRNMAN L) 150 AMP ELECTRICAL RISER NOT TO GOAL[. COFbWT10N NWtVICJ! METER DISCO NOCT SUETCM AND EO/740 VOLT M ELECTR IG METER IN RIFGINKIIIAL I PYAN FVEY ELECT �wTFJI AL6 AND INSTALLATIONS SMALL NMU So ENCLOSURE LOG. COITLY qfM ELECIRCAL PROVISIONS OF THE EINGR1Y! jLIII psou"mrowSUtOOEG. AND ALL LOCAL PONE* COMPAWIL ALL cclDltcTGRG GNAu i TYPE TFNWITIEN UNLESS NOW otI1EIIwe111. 1ELmom Gomm CAMS 1NEVWICN (I INIIIANCII ENET I 111111POICII IIINTINANCIII PROVIDE NO ANT. 20440 VOLT, 1 TO END. NTNIWM EM DODNG TEIRGNAL AT LOW VOLTAN CCNOCTIONG 141 ON NRVIGE GROUND GON N1CTED TO CONOlTE ENCAND FWMR OTM PM WCTRICAL PROVISIONS OF TIE 51GRAW @d10Lium N/" DLL X G FT LOAi OPI"M CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.GbdesWWoup.00m AA N: 0003325 fag W 'Nu Q 0 c, W J 17 O iS mlv. At LIOTI SILVERADO LOT #9 BL C #18 4 12 00IP 8 MOD311.1 4EBB "1828-CALI" GA3lAG3 SWI N ICk RIGHT PAGM ELECTRICAL PLAN t.150 MPH EXP. B DATM 10/09/19 8CAtAI:1/4'=1'-0" signX E1 TO PLUMBING PLAN SCALE. 1/4 . V-®' 2' VTM VTR KITCHEN j I `� 1 in, SINK IlV ` I I!1 AUTO VENT "�/ rl� r' V2 1 1/2' 2 �/ I m (' I I/2'� TUB�21 I 3' I I!t I I V 21 LA 8 I I L�/J� WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 www.abdeskftmup.wm AA k: 0003325 �a g uj uj ra O' � aa�� Q0 lu of sysn:v a LOTt SILVERADO LOT #9 BLK #18 IFRO' 42. —098 3MODAMA 4EBB "1828—CALI" aAXAGM awaNIo: RIGHT 1PACV. PLUMBING PLAN 150 MPH EXP. B • ARCHREV T 1 23 A ABOU"CM L AR NO 1070 R 10/09/19/4"=1'-O"1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL 15E CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL ISE SEALED WITH GLASS PAIS s MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL ISE APPROVED UL Si CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN W FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. 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 6UPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, 6HOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS &BALL HAVE AN APPROVED FIRE OR PIRE/SMIOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLENUM T b AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES 1 AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY d PVC SLEEVE t0 LINES BELOW SLAB T REFRIGERANT LNES TO PLATPOR I RETURN CONDENSING UNIT TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICAL POOR 6TH EDITION (20f1) BLDG. CODE SECTION 3017A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK — BROKEN LNE- RETURN TRUNK I BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LNC44T O/A OUTSIDE AIR ® THERMIOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO CONC, CONDENSER W/ (2)-3/I67O' TAPGONS UNIT SS'1PSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) *SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. P'L. � OR WALL C.O. PLUG �—FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED INSIDE SSEERI S NICKEL BRA66 TOP CAULK RVC, OPTVSPEC vFL00R SLAB CLEAN -OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. 1'-61X6' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T�� NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE, V4 - I'-0' :ml 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeskpVoup.com AA M: 0003325 W. $ m w ui • b uuUA Q 0 Q SLTMIV. At LOTS IN SILVERADO LOT #9 BLR #18 F'ROJWT 4 28. -09181 "ODAMA 4EBB "1828-CALI" OA.RAtim BU714M RIGHT PAGm: MECHANICAL PLAN 150 MPH EXP. B DAM 10/09/18 eCALM 1/4-=1'—O" 021mmT M1 2X4 TOP PLATE PER Put !6 PRE-FA6 TRUSS W' a& BOARD IR' DRYWALL E • E 2X4 WOOD STUDS 024' Or_ IV -IV FIN. PLR TIONS SUPPORTING HUNG PLUMBING tES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' Or— OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.1'-0' FIBERGLASS SNINGLEB OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R906.1.1 ON I}' O.S S. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS, MTL. DRIP EDGE 2x FASCIA PER -m ELEVATIONS TYP. OH. 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ .5/8' GYPSUM E4 OR 1/2' HIGH 6TRENGTFI CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)-'S (2) COURSE DO NOT CUT THE BOND BEAM RE5ARS zA PIPE THROUGH BOND BEAM D1 SCALE:3/4'-I'-0' ENERGY CODE FORMS ATICN R-VALUES 'RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL — bQ P.T. FURRING — STRIPS D 24. O.C. — 6' CMU — 1/2' GYP. ILL. ISO. - WOOD BASE — n W/ WINDOW OPENING N FIBERGLASS SHINGLES OVER ^J0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I' 0.615. 6HEATFIING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. PLR. a' B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOF'E2 LE (K)1—STORY HIP BLOCK WALL (2) LAYER82:1UNDERLATOISYMENTTHAN 4SYST:12,AEM SCALE. 3/4•.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675T 1 j nc uave Mae" LM oy w w".9- mm MOD eA@ 2B GAS LINE THRU BLACK IGLL617.r FIBERGLASS SHINGLES OVER 630 FELT PAPER OR 6YNT1 ETIC PRODUCT, INSTALLED PER SECTION Rwb.0 ON J' O.SD. 6HEATHMG OR J' COX 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 I'-0' TYP. OH. 102' TWM 2 COAT - AOIULAID a "m PLAWSM APPLIED 01112C1LY TO KAMM m" 2.6 P.T. ED ATTACWW TO R.I. C`L Y FM AtTRDYAL FWQ MALAW I 2MLTa♦R RCO a GARAGE DOOR JAMBS pl SCALE: 11/2'.I'-0' 2x ®LOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS—\ STIFFSACK AT ALL UPR*H' PER STRUCTURAL DETAILS PRE-ENG LLD.TRUSB — CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS JJJ/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' H*H STRENGTH CLG. BOARD 1/2' THICK, 2 COATJ/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR I V -A n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL •Ix2 P.T. PURRING STRIPS • 24, O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS 61-IhJ6LES OVER'90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.0 ON J' 0.6D. SHEATHINPs OR;' CDX PLYWOOD SECURED PER 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 B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/4'.I'-C' 1/2' THICIC, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.ebdssWigroup.com AA 8: 0003325 Fa 8 a lu lu 0 o ONE SILVERADO LOT #9 BLK. #18 PROJWT 04128.002-09181 MOD — "1828—CALI" OA3EA0Z 81FIM i2 RIGHT PAGI DETAILS 150 MPH EXP. B Dw10/09/19 sCAlm 1/77 -0- s7il uff D1 C MN. TO 7—`r— -LJ--0;— C \LNCUM2" ON FLATTO MILK W OUT NAILS. SIDE& 2X6 d dpjt m DOOR gw= UV (S) BI x'XO' A -BOLTS 4' M-EMD EW MK UV 2W4 WASWL4t AND W !PACED EvVi FROM BOOR TO GARAGE DOOR i N JONTS PRIOR TO FILLIN3. 1-2Xi PT OLOCK a CENTER OF IS DOOR HlADER WKUJ>j9d' J-DOLTS 4' EMDmDI'OR UV Y)O'7di' W4/I!R AND NUT. ®�SE N ANCE TO ' ® r MA"PACTUPINW& NSTALLATI )N RMTRIICTi WHERE GARAGE DOOR 1 BUCK ATTACHMENT 4eAu. w— CMU DRYWALL A* OR I'X2' P.T. NAILER ❑ SECURE THRU FRAME 4 EXTEND I •Yi INTO BLOCK W/ 11(4• TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MN. EMBEDMENT I-Yi WITHIN 6' OF EACH END t IB' OTC. MAX SPACING \`DOOR CASNG `DOOR JAMB OR WINDOW ATTACH TO 2X PER MArMPACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3/4 OR +V4 111ND01f 70 BLOCK + [ Olt +5 6 `4 SCALE, N.T.5. 2X4: m SECURE TO BLOCK W/ a%.' TAPCONS OR (MIN. SHANK SIZE .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 2X&,= SECURE TO BLOCK WR• ' TAPCONS(MN. el SIZE .145 MN. HEAD 61ZCADO MN, EMBEDMENT I Yi) WITHIN 6. OF EACH END 4 S• CM IS' O.C. MAX SPACNG. K• DRYWALL 2X&mo PXW OR I'X1' P.T. NAILER SECURE BLOCK W/2-i(e' OOR CASING (MN. SHANK SIZE .145 rTTA04 MIN. HEAD SIZE 300 OOR JAMS OR WINDOW MIN. EM15EDM C 1 Ys') TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS, 1W O.C. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-1 n 1FDJD0W TO BLACK y , Ill +1-1/2" 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 445 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHN 8' OF EACH EN.. I6. MAX SPAG W Or- MG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-i(r' NON-STRUCTURAL Val TAPCONS TAPCON 1 144' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 900 CMU MN. EMBEDMENT I Yi) WITHN S' OF EACH END tI8' 01, O.C. MAX SPACING. OR 17Q' P.T. NAILER 2X64m ❑X4' SECURE BLOCK W/1-41(e' 7(e• O.SJB. X 4'MR (MN. 611 SIZE .145 DOOR CARING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. I OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ?4*; DOOR JAMB TO BLACK +1-1 1p' �C + - E, KT.SKT.9. 2X4,m SECURE TO BLOCK W/ V&' TAI`i (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04") WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2 cil SECURED THROUGH BLOCK UUT- • TASECUPCONSTO TAPCON MIN�I� (MIM SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I A4') a, Oil WITHIN W OF EACH END 4 J1' DRYWALL 2 G.C. MAX SPACING I'X4' OR IP.T. NAILER SECURE E TO BLOCK W!1-i(e' CASNG TAPCCII (I 6WANK 61ZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIL EMBEDMENT 149—ATTACH TO 2X PER WITHN 6' OF EACH END t MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 ��4" . �11DIIX1II TO BLOCK +2 1/4TO BLOCK +2 1/4" MKT 2X4m SECURE TO BLOCK W/ 9(e' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SETO BLOCK UY2•�1(4'NON-STRUCTURAL 3f►' TAPCONSTAPCON MIN. 1-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMN MIN. EMBEDMENT I Yi) ' DRYWALL WITHIN 6. OF EACH END 4 16' O.G. MAX SPACIIl 4' OR I'X2' P.T. NAILER m 2Xe r SECURE TO BLOCK UY2-!(4' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MI N. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER Il O.C. MAX SPACIG. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E SCALE, KTA. 2X4= SECURE TO BLOCK W/ TAPCON6 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 6. OF EACH END 4 NOTE. STRUCTURAL 2X 10' Or- MAX SPACNG. MUST BE ON OUTSIDE 4 2X*444e SECURED THROUGH SECURE TO BLOCK WR-j(r' NON-STRUCTURAL )' TAPCONS(MN. SHANK SIZE TAPCON MN. 1-Yi .145 EMBEDMENT INTO BLOCK MN. 4EAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHN 6' OF EACH END 4 6, CM YA' DRYWALL ID' OZ. MAX BPACNG. 2X&m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2•11(�' 2ND 2X SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MEMBER 145 UY(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 3" END 4 6' TO 6' O.C. MAX MIN. EMBEDMENT I Y4') OOR CABINS WITHIN S' OF EACH END t DOOR JAMB OR WINDOW I6' O.G. MAX SPACNS. TTACW TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYi ) DOOR JAMB TO BLOCK +3" F +" ,N 2X4m SECURE TO BLOCK Wdi TAPCONWMK SWANK SIZE .10 MN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE: STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST BE ON OUTSIDE t I.Ord. MAX SPACNG. SECURED THROUGH 2X6m SECURE TO BLOCK gYl-I/4' NON-STRUCTURAL 41i TAPCON MIN. I•Yi TAPCONS(MAV. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN S' OF EACH END 4 WOr- MAX 6PACNG. 0 �o- 'X4. OR I"Q" P.T. NAILER 2x64m SECURE TO BLOCK W/I-V4' 7(4' 0.88. X 4- MN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 104.) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END t ATTACH TO 2X PER 16. OZ. MAX 6PAGING. MANUFACTURES DETAILS. M M 4NM Ae Ni MPL".WO n NXI i9 DOOR JAMB TO BLOCK +3-7/18" INTO BLACK +3-7 G SCALE. N.T.S. 2X4= SECURE TO BLOCK W/Y4' TAPCONS (MN. SWANK SIZE .145 MIN. HEAD SIZE 300 MN. EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 10' Or. MAX SPACING. MUST BE ON OUTSIDE t 2X64Eo SECURED THROUGH SECURE TO BLOCK WVI -V4' NON-STRUCTURAL I)i TAPCONS TAIRCON MN. I-Yi (MIN. SHANK SIZE .143 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' cm WITHIN S' OF EACH END 4 )J' DRYWALL 16' Or- MAX SPACING a I'X4' OR I'X2' P.T. NAILER DOI SECURE TO BLOCK 111/1.1/4' ' P.T. X 4' MN. TAPCONS CASNG (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MN. EMBEDMENT I Yi) DOOR JAMB OR WIDOW WITHIN 6' OF EACH END • TTAC 4 TO 2X PER IV O`C. MAX SPACNG MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )i ) DOOR JAMB TO BLOCK +3 3/4" H WIN R TO BLACK + 4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7T"078 FAX: 407-774.4078 wwwAbdeaWngroup.com L AA S: 0003325 p t e q O numly as w SILVERADO LOT #9 BLK #18 PlICIl 04128.001-09181 ILODZ IE,: 4EBB "1828—CALI" OAIIAGS >QwWOt RIGHT PAQZ- DETAILS 150 MPH EXP. B DA 10/09/19 SCAUC: 1/4"=1'-0" ls211l D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MIWINDOWS&DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 I► 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774-4078 www.abdosWigoup.com AA N: 0003325 V W ��+++ 0 1 0 14 0 0 W! au2wly as mmn SILVERADO LOT #9 BLIC #18 PAOJmT 4 -09181 MODEMA 4EBB "1828-CALI" GARAON INTFEI rc;K RIGHT PAGIM PRODUCT APPROVAL LISTING 150 MPH EXP. B DAM 10/09/19 scA&M 1/4"=1'-0" s3't m" D3 PRI?OR"IED CONTROL JOINT FLANNW OF CONTROL JOINTS Td BE WRED TIED TO LATH . S' OD. MAX (VIMA NOTE, DO NOT FASTEN CONTROL JONT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES SV SBCLM CONTROL JONr TlFr OU M INSTALLATION —� ►A6TOOM TO BE 6PACED-7 • T' Or. MAX VERTICALLY 1, RNOG 3 COAT CEMENT PLASTER WRB LAYER 4. FORTPISM BUILDING PAPER APPROVED MAL LATH FASTENED .T' (VERTJ OB. MAX AT SUPPORTS WPM LAYER at STUCCO WSAP WOOD SIEATHM WN MI E/� LATH SFONIAL.1. N01 OE CTpaJ0U8 TIaHM O JOMTB BUT BE STOPPEFM Dw Am TIED AT EACH SIDE. CC 9X4 BLOOCSIG PER ASTM CW63 PLACED FLAT MAX. 6' TO V TJDl4 PROM CONTROL JOINT WEN �L \\ / CONTROL JOINT PALLS ON I. PA679NEM FOR LATH TO LSE NAILS OR- STRUCTURAL STUD STAPLES, IN COMPLIANCE UV ASTM CW63 r 2. UM TIED TO BE 010. M) OO4TD' WIRE / 1 S. BLOOONG SWOM MAY M IN ADDITIONy TO WALL STUDS REQUIRED PER PLAN / 17 1"M" TYPE CONTROL JOINT OLPOW NYAm. ler.A Olef. A INIHIO . n.A T, p1EAM . PT.6 N. CAY[. Pr.0 O1.I= MUMS,. PL A >_ alsAae . Pr. s tq•D . q. O ® LIq.D wwlto.Pr.A 1 OOAa.. R.6 A POLD Pr. C ONR Pr. e TLL PT. C TODOW warrant PLYtlII am s� r 0 SORQI IaXW "UK TIN" 1111100A. .Ig OC S COAT OS'ENT ITER OW"a LIP T COAT rc rq." R row LAYER 4. PORTPIBER Ma PAPER no" ONLY) ILL APPROVED BUILDING UAEQP SHALL BE LAPPED A MINP1M OF V . VERTICAL. LAPS !ROLL ENDS) 1 6' a HORIZONTAL LAPS. ALL All" WITH F LATH VERTICAL LAP TO OE P n nr—n — — —T r— METAL LATH i I UNS LAYER % STUCCO WaAP P i YSlD LATER 7, RORiF1=!R BUILDING PAPER I 2 ISC,A,LEs i IR'.I'-0' ® KIC KO UT DETAIL � I w falta ��L � i t -- WATM ThIe T DEAL (NBC OR li"AM ae SOT =1 EI'�. »LLL IOGIOYL A wnmu BOTTOM A Ia00P a aHtt giMYEOTIOW bk2ML $IDE LA" OF METAL PLASTER ISASES SHALL BE SECURED TO FRAMING rIEMOERS THEY SHALL BE TIED IMThEEN SUPPORTS WITH 00416-N (W-MM) ORE AT INTERVALS NOT MOTE THAN V (M-PMA AS Pl4S ABM C1061 TAU. FOR REPAIR OF TEARS IN UM LAYERS, TEARS MAY BE PATCHED WA40M WRAP TAPE PER MANUF SPEC. OR PEEL i STICK WOOD 6WATI SUILDI PAM STUCCI =•• 1LO�, C 8 COAT CEMENT METAL. LATH W1® LAYER 12, PORTPIBER BUILDING PAPER 00 LAYER 1. WOOD SHEATHING IT. •P!R WOOD SHEATHING OR CMU WRB LAYER M, STUCCO WRAP (FRAME ONLY) J' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING z z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. WRAla MATERIAL) OVER APPROVED HOUSE WRAP. PLASHIM TO EXTEND ONTO PIPE P OR LESS PIPE — I OUT AND OVERLAP ONE SIDE OF SELF-AON W"O FIB'IDRAIE PLASHING STEP 01 INSTALL FASTENERS, (CLIPS. STRAPS, STAPLES) AS MEMO= TO SCCJIRH Pow WINE TO PRAMING SECTION PER SECTION R7SS.T ERSbTMIYO11d AIPNIId1O Exterior use of portlarM c"nma plaster shall comply with the appkdm requremeras of ASTM C 92612A Installation of exterior YWnp and f emirV shell comply with ASTM C iflGi.12k LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER '"2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE ; METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84l-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAQAN BLVD. LONGWOOD, FL 32700 PH: 407-774.6078 FAX: 407-774-4078 www.abdes*tgroup.wm AA #: 0003326 y E g ` Z Q a S gulwIV. 1e LOT. SILVERADO LOT #9 BLK #18 PAOJI�CT 04128.00 -09181 MODZU 4EBB "1828-CALI" OA3kA0Z BVWG- RIGHT PACK: WALL ASSEMBLY DETAILS 150 MPH EXP. B IOCT D TM 10/09/19 8CAXM 1/4"=1'-0" 8�sz WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 61DE(S) AND BOTTOM PLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF R-AB14M TO BE, L SOTTO'1. 2. BIDES_ 3_ TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND N7ERSECTION6 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONL jL 61DES, 14 CAULKING E JOINT PER SECTION R768.7 Etdedor�end�� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 928.12A. Installation of exterior lathing and flaming shall comply with ASTM C 1053-12A. WRB LAYER -1, „K STUCCO WRAP a HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — • — • — • — BUILDING PAPER) METAL LATH X—X—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN, 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP A SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'CUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE— FLASHNG (INSTALL PER MANX.SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION T ON A SCALE. N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT A I COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -—AT &rax. iR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES r0 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 HOUSEWQAP FOR BOX INSTALLATION AY WRB LAYER 01 STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS SHEATHING LAYER 4, FORTIFIBER BUILDING PAPER PETAL LATH WOOD 1w TEXTURED RUC CONSTTION ��FNISH • WOOD FA6TSN TO WOOD 6TRJCTURAL PL M Ilt • 1' O.G. MAX v cr•u 46: —� � J ADHE.eIVE FLASWNG, CLEAN MA60NW BEFORE APPLYNM V FINISH • MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER M, —� STUCCO WRAP CUT 'X' INTO SELF-ADHERW.* MEMBRANE FLASHBJG —19 APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER .............. APPROVED WR6 LAYER M STEP *1 STEP *2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN - GRADE 'O' FELT OVER SELF-ADNERNCs FLASHING OVER APROVED HOUSEWRAP ®R tMEMBRANEMEEFLING WRB LAYER I'2, FORTIFIBER BUILDING PAPER STEP *3 STEP *4 ELASTOMIERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *S STEP *6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.774.4078 www.andeslgngroup.eom AA N: 0003325 �a Q S 4 I]P4128.0T0 unniv. as LSILVERADO LOT #9 BLK #18 ROJIM0—09181 1SCD3it 4EBB "1828—CALI" GARAGM R1/E11101 RIGHT PAG10: WALL ASSEMBLY DETAILS 150 MPH EXP. B AFO ECT, Cy 1 r9 A AB000MACRA AR NO 93729 R 10/09/191/4"=1�-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - L21/2'k CORNER BEAD (FASTENER f SPACIWs f 1' O.G.) GMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R1CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407.774.4078 www.abdestgngroup.mm AA M: 0003325 b 4 o � av:m:v as LOTa SILVERADO LOT #9 BLK #18 FMOJMT* 04128.0 2- 91 1 woD3ie 4EBB "1828-CALI" GARAGM eTrDgGl RIGHT [PAOZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO YIJOD 6FEA1NIN6 WATNEIR LLlATH�RR �eroTn s , 41 ` \ �x T K' LAP ewers � i � I ` n..A�sNLirib NFranam FLA�84R1EM6KAFER4t3 i \ ' YI,BAIVQTN R "MaTIVE STARTER eTW / `� �\ R RESISTIVE I `V SELr ADWERM 1615ifft anr R.AOMM oALVV METAL ar FFLwAGWRO METALZ. PLAAW NO NO X it SWILLATED r 'YIaODSTpw MEMBER I AL OAP WCAILKW4 \\ / OR APMWVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION _— 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www,a bdestgngro up.eom AA B: 0003325 p ?lu =j11Q1 JQC 7 4 F ADO #9 #18 412 .0 2- >�coDzu 4EBB "1828-CALI" GAIt"M 811MM RIGHT PAGM WALL ASSEMBLY DETAILS t.150 MPH EXP. B DRDNT w 10/09/19 8CALIft 1/4"=l'—O" sI m WA4 2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE !i\ I` 1/8' TEXTURED FINISH • WOOD 1 �� 1/2' TEXTURED j FINISH o CMU METAL FASCIA \� WRAP V FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� j im TEXTURED 1/2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x q. FETAL FASCIA WRAP' UJpOD BREATHING x x x x x x J� OR CMII U M LAYER h, x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — W El LAYER 52, FORTIFIBER x x x x x x x x x x x x x BUILDMG PAPER FRAME OR CMU -- (FRAI'E ONLY) x x x x x x x x x x x x x I. 2xs eta BAND Roopwo CEMENT x x x x x x x x x x x x x x x x x x x x % FELT PAPER FELT DRIP EDGE x x x x x x x x x x ,. DRIP EDGE x x x x x x x x (REFERENCE POINT METAL KICK OUT x x x x x OC FLAN 5 ONLY, FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X& \� SUB BAND ONLY ROOF KICK OUT REMOVED `\\ ; FOR CLARITY \\ ROOF DECK (BEYOND) \\\ i DRIP EDGE, I' OFF WALL \ NOT INTO STUCCO) ®ELEVATION TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH ® CMU �! 2x6 SUB -BAND W/i'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS b'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH B END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU I KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4'* ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJAYx4' NOTCH i END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774.4078 www.abdosigngroup.com AA A: 0003325 M 1yy tlu � x n a o � eumm a, LOTS SILVERADO LOT #9 BLK #18 ncoj 2 04-0 8 moDEL. 4EBB "1828-CALI" GAnAGE BTfINGs RIGHT PAGE. WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ocl 1 �M'9 `ROL CR ABO AM AR NO 90723 J DAT4L'� 10/09/19 8CALM 1/4"=1'-0" ailnew WA6 391-W 11'4T 28'$" '4' 9'-8" 9'-8" 15'-10" 3'-4" --FM-12X12 — 1 -- , — --- FM-12X18---- IN I 4"CONC. § I I SLAB Ili n K Ow a * 3 12 ,,-0. LF-2024 I 10 I • 1 r , FM.12X18 XTEND 1. I SLAB 1 1/7 I" I T-OP OF I SLAB . I I �I I I �I I I I� I. ILL I I I I I. I 1 4" PVC 0 CHASE TE1 _ — —— I I N *6 12 s I �I io N -EXTEND1/2" 2 1_CONC. w �� m FM-12XIB ( SLAB awl r - �• oa � 3 12 y( LL I 3'4� I 2 �•7 1Q L 1.1 FM-12X18 1_ J — — — FMC.12X18 ° _ FM-12X18 FMC-12X18 4 4 .1 10'-2" 3'-10" 2'-r 2'.8" 21'4" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" - 1'-0" 4" CONC. �SLAB SLAB a a FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'4Y. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-011, SEE SURVEY PLOT FOR NOVO. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAW. AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDK:ATED #5 BAR, E NDICATES #8 BAR, EDICATES #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 P5 = 30", #8 -38 J, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 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: Pm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (, W PSO, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0. O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, 1 REMARKS Bze WlA.W1.4 OVER GENERAL 3 12' B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARE SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 17 - s FM-12z12 17 CONTINUOUS 17 (2) 05's + .d FW12118 1 CONTINUOUS 18' 2 FM-10z18 10" CONTINUOUS 18' - (2)# L FMCA2X18 17 CONTINUOUS 18" - O a VARIES F-24z24 24" 24° 1 s - 0"4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosolmupcom L AA#:0003325 , W. as e m 2t lu r rL u L J A a sysa:v ee r�oai SILVERADO LOT #9 PllOBLK #18 '"' 04128. 0 -09181 mol"m 4EBB "1828-CALI" GAsAGs 01111FUM RIGHT PAOM: FOUNDATION PLAN 150 MPH EXP. B D � 10/09/19 sCALlft 1/4-=1'-0- s7!ffif'P s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND rt — FT —•" ,-. a. CELL SEE PLAN FOR SIZE AND Sp ACING REOUIREMENTS a O SPACING REQUIREMENTS `, .•!> v� C Lu W w� F r� 1:• GARAGE ODOR RECESS m J v -` I FM J �O to ro Z 8" CMU WALL O to 8" CMU WALL 1 .. CORNER BARS, SAME SIZE AS 8.4R I N W B' W = g Z m — +- ' I IN FOUNDATION WITH 3a' LEG EACH Ll M + a I/�jl�' I WAY AT ALL CHANGES IN DIRECTIONS 00 TOP OF SLAB TOP OF SLAB I ... � ° SO THAT THE STEEL REINF. '•I ... � MATCH AMOUNT OF CONTINUOUS BARS U US BARS •) CURB FOR - EXT. PORCH SLAB SEE SLAB SCHEDULE 8AR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) #3 18" EAT. PORCH SLAB ^I • SEE SLAB SCHEDIAE TOP OF 4'• CHAMFER • I ILL •' R. , j CONTINUOUS STEEL MONOLITHICUNITS FOOTING REINFORCEMENT SEE SCHEDULE ASONRY 7p. AT ELEV: W/ 1/2',SOLATION JOINT Nh1ERE • ( 8" CHAMFER (2-STORY) #4 24" W/ 1/7, ISOLATION (1STORY) I ( ) l3 .. 6" CHAMFER 2STORY APPLICABLE) 2: SEE SCHEDULE #5 3d' JOINT (WHERE APPLICABLE) i • i; EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS FLAYING FOR WAD, BAR SIZE #6 36, FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARB PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Ile. 2 TO $, PROVIDE 2 BARS), UNO #7 42' iv ' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=1'-d' CORNER BARS DETAIL DOOR OPENING @GARAGE 4 SCALE: 3/4"=1'-a' SCALE: 3/4"=,'-0" LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, C O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WN PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED 5 �j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATETOSLABW/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0. SECURED W/ 2, PART SPACING. SINGLE BTM. PLATE 12'x9" WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. W/FLANGE 845E g EPDXY. MIN. EMBED TO BE PT. PROVIDE DSL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 8", UNO g PLATE EPDXY 6-1/2" EMBED. MIN. ®18" OC SLAB W/10d MASONRY 4 G FOLLOW ALL MANF. U8P S0 H4 OR SPTHS BTM MAX. NAIL 16" O/C STAGGERED. M = I SPECIFICATIONS FOR N � AND TOP PLATE ANCHORS W/ ONAL TAL SECURE FLANGE TO = m USE AND F- co PREPARATION OF 10d z 1 1/2" COMMON NAILS CONKADDIT CONNECTORSNOT CTORS OT REQUIRED WHEN NO SLAB W/(4),/4" X 2111V U' v HOLE. FILL ALL HOLES, DO NOT USE (D 0) UPLIFT IS PRESENT. TAPCONS W It 10d x 3" W w SLAB SCHEDULIt E < SEE SLAB SCHEDULE O� [SEE + TOP OF SLAB • + Q TOP SLAB ,! OF 4" CHAMFER (I -STORY) 6" CHAMFER(2STORY) :e.��°. EQ. EQ. EE SCHEDULE EQ. EQ. SCHEDULE BOLLARD FOR WAD, BAR SIZEFOR "_--SEE WAD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 6 SCAlE:34"=1'-d' (W/ UPLIFT) 8 3CALE:34"=1'-d (NO UPLIFT) SCALE:34"=1'-a' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ I- 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 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING Z � WALL W/ SYP No 2 STUDS SEE p PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 16" O/C STAGGERED. m U ADDITIONAL METAL v a CONNECTORS NOT W U) 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z POURED LINTEL CONT. (7YP.) 'la. e" CMU FILLED CELL (TYP.) �~ TOP OF SLAB SEE SLAB SCHEDULE I•" 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. USP 725OSD BOLTS 5' TOP OF SLAB 4• Z f —�', 'ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND • ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY MATH °••� FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .:�----^�-3 . FOR WAD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 10 BLOCK WALL CONNECTION SCALE:34"=r a' (NO UPLIFT) SCALE: 11 SCALE: 34''=1'-a'00 1 N. RONALD REA(UW BLVD. LONOWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 1 IL mQ C O exnmly ae 1101 SILVERADO LOT #9 BLK #18 P>to 4 28. 0 — 0 181 1[OD1�I.t 4EBB "1828—CALI" OARAGZ OWEW( s RIGHT PAOI DETAILS V.150 MPH EXP. B ROLl11lf A ABOUCKMM L AR NO 93723 A DnzmT w10/09/19 SCAM 1/4"=1'-0" IBM= 14. S1.1A DOWEL PLAN SCALE: 11C - 1'-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosWigroup.com L AA N: 0003325 4 0 9 15=0xv. ae Lom SILVERADO LOT #9 BLK #18 IFROJWTO 04 2 . 0 -0 81 MoaM- 4EBB "1828-CALL" oAVLAGZ DIVENM RIGHT PAGI DOWEL PLAN 150 MPH EXP. B l%ZNZkATM 10/09/19 8CALM 1/4"=1'-0" S1.2 . TIE VERTICAL RESAR TD HORIZONTAL REBAR W/IO'HOOK -GROUTED BOND BEAM I .L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION I TIEVERTICAL REBAR �. 2 • TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA �,,����II'' Z W #3 18' > #4 I'll#5 30" #8 38" HORIZONTAUVERTICAL #7 42' REINFORCING � SCALE: 3/4"=P-0" EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 0 w IL 0 Z 8" CMU WALL 0 m B-0" w TOP O4' TOP OF SLAB `SEE SLAB SCHEDULE Z w .4 4•• •. BAR SIZE 48 BAR DIA `1 > / 4" CHAMFER (1-$TORY) 03 18" M V . t 4 < 4 8" CHAMFER (2STORY) • #4 24' Z MATCH STEEL 4 #5 30' 'i REINFORCEMENT PER SCHEDULE #8 #7 42' 8" PVC CHASE THRU FOOTING 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR. BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 04THRU FOOTING SCALE: 314"=1'-U° #5 BARS 0 mj,. 8" ,.-Ilcc oli CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abd4soVoup.com AA #: 0003325 p L b W L� yf O sysniv. ae Los: SILVERADO LOT #9 BLK #18 PllOJmCT#I 04128.002-OML 4EBB "1828-CALI" GAMAOS STIEWM RIGHT PAdIM DETAILS 150 MPH EXP. B 10 DA 10/09/110 sCAM 1/4"=1'-0" mmmmm S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x i ire HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 IQ"HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 IN/ 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 MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 (M10" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF UNTEL I T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc psi) SIZE WXK REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8.8 1 a'5 NIA GROUTED SOUD "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT r�— SAFE PS °� �N� SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH rswI r,a41 rlsal I w"I I ram Iw%a TYPE LENGTH " mm TYPE LENGTH r►1T rear /T rear SIT rnar Nun r14ar �'tt rAW r1►,T rear /psai ra/r 3 r (41') PRECAST 2231 3W (421 PRECAST 102E 19G4 IM 8'r (� PRECAST Iw M MIN 4M4 1w OW 70H wt w1 na 4M wt Ma IM 4%W (46') PRECAST ta16 Pr (4n PRECAST 7a6 763 13DO wr on PRECA6'T an m1 w1 3M 4w m we 11111 MN r11 s11 400 r91 40n 4'r (64') PREGI6T 1aa9 fr On PRECAST 662 89t 1073 4'r Pin PREOW Ir/ AM VV ma 4w m, sw aw am rw 11a 4m m, an 6'r (M') PRECAST m7 6-4' (64') PRECAST 411 411 746 F-C (94') PRWAST 10M i an 1w an art 4w 1M1 ,m me 1N1 1w at", 4w F--10' (70") PRECAST ta9x B-Ir (7n PRECAST 340 m a16 F10' (TO") PRECAST w 11010.1 M � Me 47� w ,w M11 ws ON 1w Ns1 da' (7n PRECAST sa• (In PRECAST WT 721 490 sr (79') PRECAST w f0M w iw Im w/ sm AN am rr l9D'1 PRECAST 74a rr On PRECAST 4211 534 30 rr MI PRECAST W. w t11t 102 u w1 Sr (t12") PRECAST V-C (112') PRECAST 676 612 220 01-C (Hn PRECAST W w Ills.,r w w Im 4 am 104' (t2a') PRECAST 4Ta W-C (12n PRECAST 254 401 16D tar (17n PRISAST w w w sIt w w 11r a N-1 xw 1/4• (13n PREGIBT 2Q t1 �• (13n PRECAST 260 492 164 H4• (tx7 PREy16f 474 401 w ,m4M w 0" amt7r (1M7 PRECAST ab7 I" 04C) PRECAST 2M 402 IV 17r (14n PRECAST 4A w rat ,w4n w M4 m1Na 17�' (Ian PRECAST 216 lIVW (Ian PRECAST 217 324 110 t34' (/60') PREGBT w LOT ,w w 4M w It! H1 11pq 11r all t4'r Mn PRECAST 279 t41V (tab') PRECAST 206 233 100 wr (tm7 PREJIBT ON w w rM w 4" m m Im I , 14'r (17n PREA71E9� NA 144r (IN) PAWMM NA 294 N Nr (17n PREETiiSd® w w m w w w to w w , w 1M 194• (tM PRi81RBBBEC NA 1B4• (1a4•) PIE871� NA 20 SS I" (I$" PRE6IREBBBD m w m w r w r w w m I;N 1r-r QOP) PRu NA 174• X" PRIETN� NA 194 94 1" mm PRESTRE� 10 In WIN w 4a w w 7s ISW 1'n "GAIMMED NA 148 62 164• Wn P IMm IM w so w w M, w 1 21LC Wn PRESTRESSED NA 214' "n PR1ETIi41lW N.R. 12S 42 mw par) PREnom 12 VA am m 1r 1n orm I... w w w M 11" 27r (a9n RAS31 NA 22t0' mm PR�TNE60® NA 116 40 nw mIn PRtBlwmm to 1A w 411 w w m 1M m In w 7r w 4,1 w 4M w Or 24b pa9� PRE/R NA �`� �� PREBI NCR' b1 33 tar pab� PR�iR[C+aBD y4 w m w rp w yr w 40 w w wt tm IN THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUESTAKEN FROM'SAM LAIRD TABLES' BY GSTCREIE MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEETORD(C� VALUER STATED ABOVE -ALL PREOWPROW LTS ARE TO SE INSTALLED PER MANUFACTURES SPE2F"TION9 • PROV9)E M9MRlM C OF BEAR910 PAST BACN SIDE OFVANDOWI OPBM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.CP. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE 0: 18-0126.03 00�0000 oomomom m0E.7i0000 O�m0�0� ©m00000 momc�!oom ®�©DODO �m0000v 000voov 0©ovoa� cn� m0�0©00� m�00m�1'_^,CSc*f ©m00B©E.701 0000©�� 0000000, 00000��� 000©000 000©000 000©©ool DOOC7©DO 00000�o moo©000 C'000000 oao©®oo ©©0 1 1 1 ♦♦♦ 1 1 I i ♦ ♦ I I 1 �♦ I 1 1 ♦♦ 4► 1 ♦♦ 1 I ♦ I 1 Y 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 1 2 1 1� 1 Im 1 1 1 1 1 NO, PROVIDE BB1 WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. 1 1 1 1 1 1 1 1 J 1 1 01 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ro LLI 1 1 1 1 1 1 1 1 r ----- T • 1 1 1 L-----JI 1 A♦ 1 ♦♦ i 1 ♦♦♦ 1 I 1 ♦% 1 1 j ♦% 1 ♦♦♦ 1 1 1 1 I 1 4* 8F8- 1T/OMMB 4P 1 �♦ i ♦♦♦ 1 1 8RF6-1T/0MI0B 1 1 1 8F18-iT/OMIOS 16---------J----------J L-------------- LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F28-1 T/OMXI 1 1 IL441L N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWooup.com AA M: 000332E -, L a $ -t m � 4 0 aiJmm ae WE SILVERADO LOT #9 BLK" #18 3pnoj pm 04128.00 9 MODW- 4EBB 111828-CALL" GAPAGZ E17TIDTG1 RIGHT PAGW. LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI 10' HOOK — 30"TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-U' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED WI 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 BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT 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 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN iB' OEEP. OF #5'S, IN 2ND BOND JIOTIi # SEAM COU RSE NOMINAL HEIGHT # OF #5'S, TOP ��_l 6-1T/17#0F B BOND BEAM COURSE #5'S BOTTOM IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1M/08 INDICATES DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/0M/0B INDICATESA SINGLE BOND BEAM WINDOW PRE -CAST :-31A1" a WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE 1� BOND BE BOND BEAM 1#5 TYP. 8'k18" (p BOND BEAM .• ": *-L4 8x18 DBL. BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM P W/ (1) #5 BAR .4: BOND BEAM GROUT SOLID FROM T LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) 05 BAR (L2) MASONRY LENGTH OF BAR =WIDTH OF OPENING-2' OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE SCALE: 3l4'"=1'-0' LINTEL, W/O STEEL(LI) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEAOER(MIN) — 2x4 (MIN 2 X 3) 1-3t18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4"18" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 24 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18' O.C. MAX. MtN 1-114" EMBEDMENT (MIN 3) TAPCON OR DRIVE PIN (MIN TA DRIVE SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2-SOLID SLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING WI 18" O.C. MAX. MIN 1-1/4" MIN. 2-12# PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL t — 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 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 W W W.Sbdostgngroup.com AA 0: 0003325 q � Q i Q MCI- P,sxngDXV. ae m2o"% SILVERADO LOT #9 BIX #18 PMJWT 04 -0918 SDDEMA 4EBB "1828-CALI" GARAas awaroa RIGHT PAGM DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 117 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 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 MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN MATH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ` x 2 7/8" LONG, WITH WASHER 0 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LEIS SHALL BE FABRICATED W/ A 2x6 STM. 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 TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJ1 on 1A CA 3.1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. 3 3 5 'o 111 I mi 1 I 1 I ACCESS , FRAMING PLAN SCALE: 1/4" - V-0" 0 FA M L" :I- M50-2 LM �i i"I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-4078 www.abda*WWoup.com AA 8: 0003325 n 5 O BUDDXV ee LID SILVERADO LOT #9 BLIC #18 PROZMT 04128.0 -09181 �coa>�s.L 4EBB "1828-CALI" CAPtAGZ e1FINGS RIGHT PACT: FRAMING PLAN Q50 MPH EXP. JB D � 10/09/19 MCALm 1/4"=1'-0" sIR�T 41. s3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP ' "ROOF/WALL/FLOOR HTWM20 W11010d TO SHEATHING TRUSS AND (4) 1/4" x 21/4' FASTENER SCHEDULE' - TAPCONS TO CONT POURED LINTEL A-(, )USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS. FLO178W # 1900 UPLIFT (2) USP B-(2) USP HTA18 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON 10d x 1 12" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 21/4" TAPCONS TO CONT lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/ (3)18d GALV. COMMON NAILS. ENGINEERED VVOOD ,x2 SECURED W/ 10d TRUSSES 0 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWNCS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, 1-:1310LBS (2 STRAPS) YPICAL T RUSS/ /S(F)3G_lRDER CONNECTOR(S) SCALE3 „'o" (2) 21 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0.4' TO 30'-0" (1) "X' BRACE SEAMS) 30'-1" TO 80'-0 (3) "X' BRACE SECURE 218 PT. PLATE (1) "X" BRACE @ CENTER TO BLKW 117 DIA 12) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W77' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TOM P.T. PLATE VW 12d%S" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS TO BE INSTALLED @ 10.-, O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE.e/4-1 0" _-NOTCH DEPTH 1/4•D EDGE OLE THE USE OF ALTERNATE MATERIALS MAY BE I' OLE DIA DIAMETER <2,6•DBGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING SPAN ONLYNLY HOLE EDGE>5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED 80 LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES A3 THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE COWI NNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EC A USP (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NCT EXPOSED TO WIND ARE PLATE <.1 DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 117'=VAT ALTERNATE MATERIALS 1 1 SCALE: 3/4"=1'-0' PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdealgngmup.mm AA #: 0003325 O J ? W r L W 1 Ian � 4 o g oulmly. a 1,02il SILVERADO LOT #9 BLK. #18 pao"wTp 04128.002-09181 momm t 4EBB "1828—CALI" GARAGM 81FIN h RIGHT 1p DETAILS 150 MPH EXP. B DATM 10/09/19 11 sCALM 1/4"=1•-0" stzmr S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING O VERIFY r+ SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY S"MIN. EMBED, AT 32" OC MAX SECURE GABLE TOM P.T. PLATE W/ 12d's S' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10ds 0 EACH TRUSS TO BE INSTALLED 010-a' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0" ./r WE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FA%: 407-774-4078 wwwabdssWigroup.00m AA M: OOOS325 $a 8 �r W &Q Ti T -1 aLTUDIV. a WTI, SILVERADO LOT #9 BLK #18 04128.001-09181 — MODMI I 4EBB /11828—CALM' GARA R e1FINM RIGHT AAGIM DETAILS 150 MPH EXP. B STATE OF FLORDA 0A09* 9 D TM 10/09/19 ECALM 1/4"=1'-0" gloom S3.1B 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-W O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'4- (1)'X BRACE 30'-1" TO 80'-0 (3) "X' BRACE PRE -ENO GABLE TRUSS (1) X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB -I FROM CENTER TO END. UPRIGHTS OVER N-Ur HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/(3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES ® 24" O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2)12ft C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG-D TRUSS W/ HIP RETURN SCALE:34"=1'-0' PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com k: 0003325 pq U 3 W A 4(!8 e 4 yy U N sysn:v. as LOT. SILVERADO LOT #9 BLK #18 1•1tOJaCT 04128.001-09181 moaau 4EBB "1828-CALI" oAaAaa DIMMI RIGHT AAO= DETAILS 150 MPH EXP. B 1 WCAUM 1/4"=1'-0" 1 S3.1C w GABLE-ENJI NW ROOF �T—�—.iv ROOF WIND DESIGN PRESSURES NET(GROSS) SC -10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 * 33.53 PSF (43.53) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DgMiRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/18" O.S.B. OR 1/2" CDX 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 Q 4" O.C. EDGEWSE ZK4 BLOCKING ALL PANEL JOINTS N IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR, SHANK 8d RING SHANK, 2 lfT 0. 120' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Bd SCREW SHANK 2 12' 0.12T PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1654 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 MCrERIOR 8HEA7NrID USE 1/7' 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 V' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GIN NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES W . Y Z w O = jo a D Y Z Z � U z 3 N N m m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. eAMT�ER OR TRUSS —� .—__MI !� _•,, --�.l ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS El"O.C. IN FIELD' ` 8d RING SHANK GUN NAILS a IT O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012, O. WLN FIEND J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS QNE L NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS El"O.C. IN FIELD' ` 8d RING SHANK GUN NAILS a IT O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 012, O. WLN FIEND J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS QNE L NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGTE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD:ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE S%AIR ENTRAINED CONCRETEFJIPO80)TO EARI}IORYIEATH82 NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 61N EDITION ALL EXTN)S®EDGES OF CONCRETE ARE TO BE CINECER®3!4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SWWLL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AI31 SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRMEl1NOBLALL BABSONGROUOWIBE INDICATEDON ELASTICITY = 1,400,000 PSI. ALLWOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES ANOSEALEUWITHADIESMETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORM SHALL BERATED 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 -WOW CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL LASE 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. HAILS, SPIKE, BOLTS USED EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 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 DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THM PLANS, MINIMUM NAILING PER FBCR 2017, BBT EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BULDINIG 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 BLNLDING AND ITS COMPONENTS WELDED WIRE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0ONNS. WELDED W RE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE ACI TRUSSES" THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 317E PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE� SUPPORTED WITH 2°CHAIRS SPACED 3'-0' OC, EACH W TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH TH"NATIONAL DESIGN SPECIFICATIONS FORAY. THE "NATIONAL REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 DRAW NGS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PRATES SHALL BE A MINIMUM THICKNESS OF 0.038° AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE MO AN CONCRETE DEFORMED BARN, REBAR SHALL BE ASTM AMMEETING GRADE GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATELONNECTEOA•OOD TRUSS CONSTRUCTION', AND `TPIANTCA SCSI 1" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 paf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECON NECTED 20 paf TOP CHORD i1pR-0mwire1d REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36" WOOD TRUSSES. 10 paf BTM CHORD -.went #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pet TOP CHORD 20 paf TOP CHORD (7 pef wY ASPHALT SHINGLES) (ID psf vd No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 paf STM CHORD 5 paf BIM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WHO UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pal WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 P d WIND DEAD LOAD SPEED =UIOEXP 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 (AINHSCE 7-10 (FBCA7rfC EXPOSURE B, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE STORAGE: UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT TTICSN D ATTIOUTCS WTH STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED NTH FIXED STAIRS: 30pe1, 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 TOT AND DECKS: GUARDS ANDS GUARD COMPONENTS: SOO 3SENGER WITFIOUT THE APPROVAL OF THE ENGINEER. 3TRUDNRAL ENGINEER OF RECORD PRIOR TO MAMIFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL LE GA AGE OTHER N SUE, OM: 4 VEHICLE GARAGES: 50paT, ROOMS OTHER THAN SLEEPING ROOM: 40pe1, SLEEPING ROOMS: 30ps1, STAIRS: : PROVIDE ENGINEERED SHOP DRAW NAGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SNAP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (ACI 530E ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWNGS WLL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON TFE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE 7W0-0ELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRANNGS SWILL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL THE ARCHITECT, MANUFACTURED IN CONFORMANCE NTH ASTM C-00, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. NND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING NND 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 OTHERW SE 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 PLACI NG CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, LRAESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWSE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3I8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE FOUNDATIOW SITE PREPARATION: TO CONSOLIDATE GROUT. LATEST CATALOG. FOOTINGS HERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psl, FOOTING TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE M MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS CELLS TO BE FILLED. THE ONMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SICCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TStRALE BIAS CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH 14STORICAL STRENGTH DATA FOR EACH SEPARATE MIX PF40RTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d-PRIOR TO THE ADDITION OF PLASTIGZBi CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX LOML IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MUTES, IF FOR ANY PEASGN THERE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. 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 FEW %A L BE AS FOLLOWS, A 3" FOR CONCRETE CAST AGAINST AND PERMANENRY D PGSED TO EARTH (FOUOATIONB) B FOR CONCRETE EXPOSED TO EDAM MNDORWEATHER 1-1/7 FOR 1M AND SMALLER 7 FOR 00 AND LARGER C. FOR CONCRETE NOT E)POSPO TO WEATHER 3W FOR S AM WALLS AND JOISTS 112' FOR SEAM AND COLLIMN PRIMARY FEINFOPCE MBIT, TIES, STIRI8A5 FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANI OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A5DO, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SMALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 kai. 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. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGRON — ITYPE SPAONG REMARKS APPIIGRON Siff ttIX 1 SPAOW REMARKS I¢PTNRHINO TU IMASOHM/CONK CASElMRpENm COL n•QC —.E.. BLC,( IM•aA TAPCON MAHJNRY I IYY'EMBEO.. CENT—, NAIL I -LOW. TO MAmNiYICONC NO WASHHi FASTE_ BOA; 11R"-1-T. SGD. AL. IXT DOORS CASEt ENED COL AO.0 WNpDWODOR/FABfENm .—E.-BL)G( IIy DIA K1 E1tPMIa10N BOLL ]M QG A"EMBED., 4"B11a8i., Ix IT, SEE NOlEB NAIL, - LONG. 8iA00H�m INTO MVSONiYK'ONC TO MASON:YAa1NC. WASMFR B .ERST. vANapwaxx CASEHM4)ENmcaL n•ac wHooWrooaMFAsrSNm METAISTRMio CONTACT THIS ENGINEER FOR SPACING Ix PT, EEENOTEB NAIL„?LONG ._ER. INTO MASONiYICONC. MASONRY ICONIC. REQUIREMENTS -Now- (n)Gn S•aA TAPaIM 11R'EMSm,n'@D NON6ENdNo WOOD 1I E1IPANSION A'EMBEp.YEN) SUCK 3v PT, eEEND1Ee No -EVER FABTN9i 10'gL GET.. 11R"mOE 0181'. WPLL TOCONC 8. WI WIENER BOLT lPOC DIST.,3•EppEaSl M Pl WRNpOW BUCK p,SB°PAFv31AF n"OIC 4• END. DIET., I tIt Pi T08TEELax...5ff WIwA811ER STAOOERm EDGE tlet NOTED I . STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FA6TENINO OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE PS PER MANUFACTURER'S SPECS AND NOR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SLANG DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILEDAND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. Al 144E IN RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.77"078 www.abdesoigroup.com AA #: 000332E q pK G m O U @ rL O 0 gg IBXYBDXV. ae LWOSILVERADO LOT #9 BLK" #18 IWJWT 04 28.0 -09 81 1[oaE7Lt 4EBB "1828-CALI" GARAGE BWZN02 RIGHT PAGE: DETAILS 150 MPH EXP. B RA ; 10/09/19 OCAtft1/4-=1'-0" SN1 � 131 B�+&