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Home My WebLink About35614 Stella Vast Dr4 99 1499 0 4EWB 0 99 d, L COMPLYWITH PREVAILING ALL WO FLORID BUILDING CODE, CODES ELECTRIC CODE, ILLS NATIONAL" OF ZEPMYRH C'TY � AND THE ORDINANCES HOMES �EVIE�N �Ai� RHI CITY OF Z M lyp PLAN EXA 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .RMM� BwU1LDLNG (�, L ��vI (2017) .�IWAL TM SfATZ CODM ABV, ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AAL;E M.C.MEDICINE CABINET DT ALTERNATE MANUFACTURER DATE DESCRnMON �2m D LED LKB • KTCEN 1 SATRQ ARCHITECTURAL SHEET DESCRIPTION �� aDDED 8XI0 PATIO OPTION DR HORTON HOMES ,OCCUPANCY _ RESIDENTLAIA GROUP R3 AMP. ED AMPERAGE MIN. BOARD LINE M.T.. MINIMUM METAL THRESHOLD PG Cl-COVER SHEET VV" ADDED STOW OPTION 08MIM REVISED DOORS AT LA I DRY CLOSET FROM (2) 2AV TO (2) r-4- 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 • CONSTRUCTION TYPE INTERIOR FINISH • BASIC WIND SPEED •BXPOSURE •1-STORY RESIDENCE — VB — CLASS B - Vult=150 11PH Vwd=us MPH _ B CAB. CLG. cLR. CPT. C.T. D. DBL. D.G. CABINET MTL. CEB,ING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH, DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR. METAL NDTTOSCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG GN— GENERAL NOTES PG Al -FLOOR PLAN PG A2A—ELEVATION "A" PG El -ELECTRICAL PLAN 08R2AS REVISED DOOR AT QNER'S SkLK-N CLOSET FROM T-V To 2'-6' OIl01R0 COMECTLRb MTH "SON CONNECTORS,CONNECTORS,CONC. REPLAN I161• • 2-STORY RESIDENCE -MAX HEIGHT AS PER IACAL AND STATE CODES DIAL DIM. DISP. DP. DIAMETER P.T. DIMENSION R DISPOSAL RAD. DEEP RA.G. PRESSURE TREATED RISER RADIUS RETURNAIRGRILL PG PI -PLUMBING PLAN PG DI -DETAILS • STATE OF FLORIDA DR. D.S. DTL DOOR REF. DowNseouT RM. TAIL REFRIGERATOR ROOM ROUGH OPENING PG D2-DETAILS Ss' CAIrC.�S PROFESSIONAL ARCHITECT: DW. EA, DSHWASHER SC.. EACH SOLID DR PG D3-PRODUCT APPROVAL LISTING LIVING GARAGE ENTRY 14W �SC2 FT 385 SO. FT. 11642. FT. ROLAND A. ABOUCHACRA AR No. 93723 ELEV. EQ. EXH. EXT. F.G./PX. F.C. S.D. ELEVATION S.H. EXHAL SHT. EXHAUST S EXTERIOR SEW" FIXED GLASS S FUEL GAS SL. Sim L. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS TOTAL PATIO 1535 S62. FT. 80 cam, A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 FIN. FINISH SL. GL. SLIDING GLASS FL R FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL EIL DR FRENCH DOOR SECTION FIG. FOOTING TIME TEMPEREDGLASS GA. GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. GL. GYP. BD. H.B. H.C. HD R GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T YP. GLASS U.N. GYPSUM BOARD U.N.O. HOSE B® HOLLOW CORE V.P. HEADER W. TOP OF PLATE TOPOFSLAB TYPICAL OENOTED OTHERWISE VAPORPROOF WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER NTORHT IULINSULATION WD WITH OD PG S1lA—DETAILS THE BUILDER ASSUMES ALL UABRM FOR M. INTERIOR WOW W/H WINDOW WATER EA PG 51.2—DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2A—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAMG OR EXPLANATION IN PG S2.IA—DETAILS ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.IA—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARWICATLON. PG S3.113—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SNl—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TLELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBIIATY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BURDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 wwwAbdesigngroup.wIn L AA #:.0003325 q 7 h � �€r qIge x aU13DM ae LOT: SILVERAD0 LOT 4 BLK 19 PROJECTO 04128.002 04191 MODE1. 4EWB "1499-FREEPORT" GARAGE 811MG: LEFT PAGE: COVER SHEET 150 MPH EXP. B 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. RM 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 ANDIOR 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. 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 ARCH ITECTIENGINEER. 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 I V8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/ 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/,INCH GYPSUM BOARD OR EQUIVALENT. 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 CLEAR OF 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. 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6• WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR 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' (GROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH T 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 P3D05.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. E KTERIOR WALL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 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/P' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A 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. 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB 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 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. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdestgrkgroup.eom L AA M: 0003325 La a o i y BVHDIV. a: LOT SILVERADO LOT 4 BLK 19 1pmojzcT# 04128.002 04191 IMDEL. 4EWB "1499-FREEPORT" GARAGE sw:xG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B 38'-0' 1 /1 1 i m i O i O i i o rA i g i i ;:11'11 i � — - ■ICI -- ^ 0 ('A : : i i o'�,lio or,lo oI�EEE��EO�llo o�1�E��E��lo FLOOR PLAN SCALE: 1/4' • I'-C' EXTERIOR MASONRY SQ.FP. CAM'S WALL fBRG. HEK�HTS LMNG 1498jj ® GARAGE 3S5 8'®BRS. ENTRY IT TOTAL W5 PATIO SO COI/'gBR MO CLAOOIgMD 1AA06 M� [ND BslGi1E FOR NgNB001D OIBR OPBRB! N0T14E BaMIIE riaiiiZME mwNuDma RBMII� MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SUN' IB 5 24/-31 DR. MIN. CRITERIA SAD. MIN. 41 5 23/-2S CRITERIA 16010 O.HD. 112 5 20.4/-22.1 BASIC MIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=B, MEAN ROOF HT. = 13'-0* PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. .1 11 DA1B lz Ir TOP PLATE 9 in BAR DETAIL NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. M N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroupeom AA N: 0003325 l24 z f 0 Z a N NBLJ18D1:V. � >��: SILVERADO LOT 4 BLK 19 PROJWT# 04128.002 04191 moaErt 4EWB "1499-FREEPORT GARAGE BTFMG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B --------------- I2'x24' FYPON BRACKET OR D EQUIVALENT �5 6' RAISED BAND 8'-0' BFQG. HGT. lilts fTTR7 FRONT SCALE, 1/4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FI5C1Q R103A 8'-0' BR3. HGT.o 4/-I6'-4' BLDG. HST. SHINGLE ROOF 4' RAISED I I BAND IS'x63' DECO. SHUTTER I (_ ..0'-0 W-O' BRG. 143T.4, 0'-0' FK FLR OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: V4 . I'-0' TEXTURED. FINISH _o8'-O' BRG. HGT. 2'-6' I Il 0'-0' FIN. FLR I I 0-0' FIN. FLR 00 LEFT ELEVATION SCALE: 114 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8 -0' B�_ _ 8'-0' BRG. HGT. Iti \Q!!Nv 4B � II 0'-0' FIN. FLRj, ( I 0'-0' FIN. FLR �'-- --------------- ---------------------------- ------ RIGHT ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH AREAOFATFIE = ERRR SQ R. NaFREEVI—IATIONAREARUIII1RED = I/ERR REMMVMIAIION AREA = ERRR/ERR = am VENTII-IONAMX5q.wCN MFT.(10) =—1$Q.IN. MIN.gEOU VE IAT1ON .SX SRM4 IN --PORTION OFAMO 499.Esm IN. OFF RRXi4-11-ION AREA = M5%IN. FERVENT 499.E /In KROFVE REOMRED 4.3®RT K40FVn PRDVIDED - 9 'AMOFATIK 6THPEPoMDER OFTNE HOUSE, IESSIFEOVERIMNG OOEWOROPWA MD(MIMOFWAL4NOOVE NGSINaUDED -0' _--- V-0� FM. FLR L441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-774-4078 www.abdosigngroup.com AA 4. 0003325 V H h F f V y SUDDIV. & I/OT SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 MODEL. 4EWB "1499-FREEPORV' GARAGE OWWO: LEFT PAGE: ELEVATIONS PP AFP 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DSV OUTLET as Amp #NICE POLE 80V OUTLET are OUTLET N OF OUTLET uRm TO NOT04 6A UOV OUTLET XGU111D UIRD PAU. Ntl SUP"M (TAMPER ASSISTANT TYPE) E@ 220V OUTLET (4) NAE ceme= l UP 401 ENT 1 .Ei1LIPICQ T SWITCH BWTCH !-WAY O•ER $4 SUITCN 4-WAY OPER UN.LLSNR rim"" ' V CE1L— I— Q LID CL:G LIGHT LED VAPOR ©VP PROOF LINT O VP VAPOR PROOF USNT OQ Rsceseeo CAN eVB(T. FIN I OM PER SR FT. VST. KW SLIISIT I ORT PM S6 FT. V Rxt1#Ae (SPEC# 7BD SY N.11 O-BLEB eAaAP ® ��I�W4I (IIC@BSED) AIf01lD 4 1. RLLIOISESCENT O-BLLB elaAl' • AROUND (SWeACE N'NTJ � r FLICIESGM FLUOPESCMM ra—e-�-aa G W TRACK LIGWT 0 PANEL d METER O SD. erloAOE DETECTOR BAn. BAac.If• YLHSBOIIBH r+� I w I WALL MOUNTED aN101� DEIEOTOR SjtL eAx oP BrNSiIlgBM:E 8/GO CARBO® SMONE BTOIOS � CO'm NMee-aoaecT D SIYLL EE A DISTANCE OF NOT Lao Tim 4' PPWIJ WALL PENDANT LOW I� NATURAL OY ► TELEIeHQE JACK US4 Ten pAD,YIte�E•® eel 4R DISCOtCCT SEE ANTI ON TWA OHM FE TELEVISCN JACK CEd.SS EON Rmilim OJ-Salt TO EE SUPPORTED N ACCORDANCE IV BOX Meld® AS SUCH I = INSPECTION GBLNG Box smanno q¢LNS PANAJGNT To K IP NPORIED N ACCORDANCE eV OO( MAIN= AS OWN FOR WWTWN A4pp M' NGDt)mec r LOW &TRP 10�04 x• INCANDESCENT LINT Sear nnnnnnnn 4V LIGHT STRIP FLOOD LIGHT KP OPr. SECURITY KBTPAD • PP1 ruw4 rioN FOR C1BES Van POIO • LOCATION O• TV JACKS 4 RIOT OUTLM A FANS TO BE VEINED • HO BOUNER PI!-COIISIIOICiIDN MEMO. • ALL B A m AMP BRANCH CIRCUITS, TO Be ARC FAULT PRDT 11171 PES ELECTIIC,AL PIROVSIOItl OF ffl= •TH mIT10N rOOIT) A AFL 71R17 Deer mITCNt • M AMP DEDICATED LAU CWr CIRCUIT. • GPI • WAND (NOT CN KITCWBN CIRCUIT) • DfNNWAN#R DISCONNECT TO BE LOCKOUT N PANEL • BATWW M 1044iwST PAN TO NAVE MN CAPACITY OF be OF" NrENIMTe r PER ELECTRICAL PROVISIONS, or SECTION M0013 Ica-saR„�uralt2�a • LH10R1 ROOM IIECEPTACLE SHALL ec aROU D FAULT CBGLT-NTEIE1PmR PROTECTION MR PERSONNEL ON FEEDEIM • UM NG METHOD SMALL BE NON METALLIC CABLE PER E BCTIIGAL PROVISIONS OF PIGS STH m rOWU • ALL WORK TO CO"RT WITH ELECTRICAL PMPVM600 of THE NeaB rnA m [DOTi • Are wiser r rnER AND TAB 0 LIOMT#C HMT BE BNIIBGT BPIGIINT TTRs PER FSL a y CONSERVATION (RTRNMDff AL ENSRGY SPIClUCT) DOIT. f/h mIT1ON 01,4ee1 OWNER'S GREAT ROOM \ 7 71 c\' 7 PRE -WIRED • _ PRE -WIRED \�^( CLG FAN CLG FAN ItI (f (�` 12 I "W FFE-WIRED` 1 �II F- M FAN L�JL_D. (' ;J QIL 3 l7 44' OGFI r P.B. I GARAGE i WALL MOUNTED I LIGHT W/ MTC 4 % IN ATTIC -.1 FIELD VERIFY IL GARAGE LOC. IRRIGATION �� GFI OUTLET • j� CLG. AFF KEYLESS OUTLET GFI FIXTURE E gYT ------------------- COACH LIGHT OUTLET FOR DW i SWITCH} IN------$ caelNE T MCHEN�; 1 -------- ROE 0 ,2 0 -WIRED CLPREG FAN SD. 6\7, BDRMJ t s. ELECTRICAL PLAN SCALE: 1/4' a I'-0' WP Panel MAIN -A PANEL: 8116 wp crt. breaker VOLTAGE: 1201240 V A Ph NAM 150 Amp WCB FEEDER: 3- #1 Cu THAM & 1- #6 Cu (G) in 1 1/2" C. OR 3. #2/0 AL TFRVN & 1- 96 Cu (G) it 1 12- C. • BbI gette, Crcuit cacuit I wits n Blo PoN Wra #12 1 20 Eererbr Raee eb GFI /ar TRIG 1200 1 2 #12 1 2 20 Irn#Wlan PlopIsp- 1000 3 S 4 -- 7 8 PANEL -A PANEL: 42 cT. breaker VOLTAGE: 120 1240 V -1 Ph MAN: 150 Anp M.L.O. FEEDER: 3- #1 Cu TNNVN & 1- #6 Cu (G) in 1 1/Y C. OR 3- #2(0 AL THAN & 1- #6 Cu (G) in 1 12" C. Wire Pon 6kr W Tbn Waits Circuit circuit wells D•s4T bn Bkr Pon wire 012 1 20 Sral 1500 i 2 s9oo Rn9e 50 2 #6 R 12 1 20 Mcro-o / Hood GFI lam 3 4 #12 1 20 SmN Appinae 1500 5 6 45M Met dealer 25 2 #10 #12 1 20 Reftiganda 15W 7 s 012 1 20 hn les AFCI 1500 9 10 12DD h GFI 20 1 #12 012 1 20 BeA GR Rae ebs 1200 11 12 1500 hshwesher GR 20 1 #12 #14 1 15 Foyer / Hsi / Bed. 02 & OU Ban 92 AM! 9w 13 14 5000 hirer GFI 30 2 #ill #14 1 15 Uvi LnW Ughts AFCI am 15 16 #14 1 1 1 15 lifthen, Pn &OW U AFCI 900 1 17 its 1500 Washer GFl 20 1 #12 #14 1 15 SO b CIO AFCI 9w 19 20 1000 Philo DDer (WI 20 1 #12 #12 1 20 Laen / Bed M / Dee AFCI 12DO 21 22 1200 Gaf / EIONiar Lts & R—plades AFCI 20 i 912 23 24 900 oenen SWb AFC] 15 i 914 25 25 900 0Anae. SNh,—AFCI 15 1 914 27 2881- 29 30 1000 I dam cenede cn —20 1 1112 1 3z e 33 34 35 36 ce 7 38 n as 2 35 /C AAM)1 Heabr 5 KVA st 65% 5525 39 41 40 42 snace LOW 4o OnwnO faeb eekublms/Ina loom 26700 Lands Nh to GemaMlatbr cWeub9ans/Ine Demand 8/ TOr Y f' ABBREVIATIONS: AFC: ARC FAULTCIRCUTTITMRRUPTER NC: NOWCOINCIDFNT LOAD GFI; GROUND FAULT INI'EPRUPIER Tow bad WbOtb demnd(ecta 427oD FrW 10D00wsds W l00% 10000 Remaining weds at 40% 13080 Taal AX bed 10029 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD TOW COnea LOW WWIs 33IN TatW (Waft /240 wits 141.3 General Ming & Receptacle load Teal NC_9iare Feet 1499 G—w Lts b Rec 3 W / . R. 4497 H-HN, 1 at 65W/Liaht at 100% 65 TerW General Lib Rx aft 4562 Ckts# ttNc Tctalwatts General Lis b Rec Pnel A 1 91 5071 4562 1•-3. Ir-3e \) 1 I i L I I. I LED LIGHTING C� SINGLE LAV. OWNER'S BATH / I'-3' 1'-3' \ i I i L I LED LIGHTING C SINGLE LAV. BATH 2 PROVIDE 3.2/0 CU, THW • 1% CU N 2' CONDUIT OR 3 A4/D AL, THON • 1% CU N 2CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT er OVERNANW Pv 150 AMP ELECTRICAL RISER RE -WIRED CLG FAN NOT TO SCALE. COMBINATION SERVICE B0 AMP DISCONNECT SWTCH AND 120,240 VOLT RALL GENE- NMS, M ELECTRIC METER INI PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 30 ENCLOSURE MLO WITH COMPLY TH ELECTRICAL PROVISIONS OF THE Focal e6L•4 PANEL EDITION ( MI), LOCAL CODES. AND ALL LOCAL POUER COI'TPANY RM 11RENENTS. BOA/JP Q ALL CONDUCTORS SHALL BE TYPE TH4,VTHW UNLESS MCB NOTED OTHlRUSE POWER CO('PAI TRANSFORMER GRADE PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) N 1-1612" DIA SC4EiDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) N 2" DIA SCLEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE Y#TH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE CA812 TELEVISION ENTRAN E SERVICEI 6101P.11011 ENTRANCE I I 1 BCJDIRffi/T INTERSYSTEM BONDING TERMINAL AT LOU) VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE EDITION (201T) SIB" DIA X S FT LONG CAPPER CLAD GROL D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA $. 0003325 Y s. a C h i s F 0 qg a IsysD:v &c LOT: SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 MODEL 4EWB "1499-FREEPORT" GARAGE 311IMO: LEFT PADS: ELECTRICAL PLAN 150 MPH EXP. B v m — 12- 3'-3- 2'-9' o+ 22'-4' 2' 10' 4'-8' 2' VTR - -- I I/2' sac I I/2' i I/2' 1 1/2' u� SHUJR LAV 11/2' 2 I O U� _ _ O O --- 3. KITCHEN F---�7F-=-=- SINK W1 L ` L----- 3' 2 • AUTO VENT __' WASHER I � II II I I s 3' 2' 2VTR I L-----J . o IL 2. 4' i I/2' _ CO a 4' 3' LAV 11/2' LAv. TO 2' U - u>� MAIN 3" TUB [2'-6* 2' 30'-II' 4'-T PLUMBING RISER I I I I Ll a PLUMBING PLAN SCALE. 1/4 • 1'-0' 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774 4078 wwwabdeMgngroup.com L AA M: 0003325 4 f e sysDrv. ac r o;. SILVERADO LOT 4 BLK 19 ProJECT/t 04128.002 04191 MODsr.: 4EWB "1499—FREEPORT' GAMAGE 81WMG: LEFT PAGIC: PLUMBING PLAN 150 MPH E B .. 2X4 TOP PLA �RR..TE f'LAtN� PRE -FAD TRUSS V!' GLG. BOARD VY DRYWALL —s T4- SECURE ST. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or - MAX FIN. FLR 2X4 WOOD STUDS *24' ojc. NOTE: 5TUD5 IN 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.G. MTYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.I'-m' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW9,JJ ON J' OS.B. SHEATHING OR }' CDX PLYWOOD BECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. CORP EDGE 2x FASCIA PER ELEVATION VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ 11)- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' /8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLC.. BOARD A0000f-4?NVyAMWl,.k Ppm F FvA-rim L SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. OH. R-4J INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 8' cm 1/2' GYP_ WL. BD.� WOOD BASE FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90111 ON I}' 0A.B. SHEATHING. OR }• COX PLYWOOD SECUI190 PER FASTENER SCHEDULE STRUCTURAL MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r..ax.Ra sr.L LIE �' FVC YA7�! R1R oA♦ LN a+r a•mr.wsw sxD pus n GAS LINE THRU BLOCK J W-r1 FIBERGLASS 814INGLEB OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, .INSTALLED PER SECTION R90S.0 ON J' OSB. SHEATHING. OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VL' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1.-o. TYP. 107' THM 7 COAT - FORTLAND COMM P.A&Mt APFl.ED DYE;CiLY TO MAAONRY FER GALV.OTIM- REM VERTICAL Fmy WW TRACK FA4TE ED TO TRACK GRACWTO YV M100= APFROVAL REM CODER DEAD V ! e!H snucnssALCMFOR 2.6 P.T. E7 ATTACHM TO FILL CE.L As PER AFFROVAL RM slILAKT , eACTme ROD 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS — STIFFSACK AT ALL UPRK44 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONY. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGYR CODE FORMS FO INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' WIG I4 STRENGTH CLG. BOARD R-4JINSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATION Ix2 P.T. FURRING— STRPS • 24' OL. 1/2' GYP. WL. BD. — WOOD BASE- "~j FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON i* OSJS. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE Tom• MTL. DRIP EDGE OH. 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 am 0'-0' FIN. FLRj_ _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR a , _ }, 0'-0' FIN. FLR a a a ,a ,a W/ WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION " NO OPENING NOTE: NO OPENING PER SECTION 905.1.1 - FOR ROOF SLS 2:TO LESS THAN 4.12, A 4 1—STORY HIP BLOCK WALL (2) LLAAYERIUNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-D' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 496S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 wwwabdesigngmp.00m AA •: 000W25 A h �a .T. c h i S BUDDIV. &c LOT.il SILVERADO LOT 4 BLK 19 PROJECT* 04128.002 04191 MODEL' 4EWB "1499—FREEPORT' GARAGE AWING: LEFT PAGE: DETAILS 150 MPH EXP. B BLK YY (2)JU')W A -BOLTS 4' EMBEDMENT MRL AND NUT SPACED EVENLY FROM FLOOR TO It N JOR M FltlOR TO RLLWG 6 SECURE 2w4 ON FLAT TO OLK V CUT NAILS. SDES. 3X1, GARAGE DOOR BUCK W) (5) ® JOW A -BOLTS 4' EMBEDMENT M K IW 2W*)4 WESTER AND MT SPACED EVENLY FROM FLOOR TO GARAGE DOOR GDR IN JOW M PRIOR TO FILLER➢. 1-DO PT BLOCK • CENTER OF DOOR MEADER WMU)j')W J-BOLA 4- EFEEDI'ENT tlV 2'X2-A' WASHER ND NUT. 0 L DE IN ACCOROAXIM TO (® f M N FAC1URER'S INSTALLATION MTRJCTIONS WFERE GARAGE DOOR (I)BUCK ATTACHMENT scut. vr.T-O 8' cm DRYWALL I'X4. OR PX2' P.T. NAILER ❑ Ix4 P.T. OR 94'X4' MIN, SECURE TWRU FRAME t EXTEND I -A* INTO 15LOOK ❑ III/ ')(E• TAPCONS (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIN. EMBEDMENT I-)Y WITHIN W O= EACH END t 18. O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BIDCK +3/4 OR +5/4 A x EI TO N.T.S. BLACK +3 4 OR +5 4 8CALE: 2X4: m SECURE TO BLOCK W/ Nl(E' TAPCON8 OR (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 IW OL. MAX SPACING. 2X6:= SECURE TO BLQPK TAPCONS(MK EbANC SIZE J45 MIN. HEAD SIZ>OAD0 MIN. EMBEDMENT 041) WITHIN V OF EACH END t g• CM 10' O,C. MAX SPACING. J¢• DRYWALL 2X8.m ❑ l'X4' OR IW* P.T. NAILER y SECURE TO BLOCK W/2-)w CASING TAPICA" (MIN. SHANK SIZE .145 MIN, FEAR SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t MANFACTURES DETAILS. 18' O.C. MAX SPACING. 2X4= SECURE TO BLOCK W/ W TAPCONS (MIN. 814ANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O:C, MAX SPACING. MUST BE ON OUTSIDE t 2X6t= SECURED THROUGH SECURE TO BLOCK W/2-j(E' NON-STRUCTURAL' TAPO" TAPCON MIN. I Y4 (MIN. BRAN . SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . GMIJ MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8. OF EACH END t IV O.G. MAX SPACING. ❑ 'X4' OR I•X2' P.T. NAILER 2X8.m SECURE TO BLOCK W12-j(E' NE' 0.8$. X 4' MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +1-15 1¢" xIRDOW TO BLACK +1-15/ S " SCALE: KT.S. 2X4:m SECURE TO BLOCK W/ j(E' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. Im DMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6t= SECURED THROUGH SECURE TO BLOCK WR-%' NON-STRUCTURAL 9fE' TAPCCINS TAPCON MM. 1-4- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") p. cm WITHIN 8' OF EACH END t JS• DRYWALL Ip• O:C. MAX 9PAGMG. 2X8m Q I•X4. OR I•X2- P.T. NAILER •y' SECURE TO BLOCK W/2-TE CASING TAPCONS MIN. SWANK SIZE." j m� MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MANUFACTURES DETAILS. I8' O.C. MAX SPACING. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1 2' MOOR JAMB TO BLACK +2 1 4' WINDOW TO BLOCK +1-1 " � WR=w TO BLOCK +2 1(4" " SCALE: M.T.S. " SCALE: N.T.S. 2X4= SECURE TO BLOCK Wf B(E' TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MINA EMBEDMENT I Y4 J WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACI•Ks. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURETOBLOCK W12-j(E'�-STRUCTURAL- v TAPCON MIN. Lis' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 • cm MM. EMBEDMENT I.49 • DRYWALL WITHIN 8' OF EACH END t •X4' OR I'X2' P.T. NAILER I8' Or— MAX SPACING. ❑ 2X8cm SSAE�STO BLOCK Wn-)W DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER IS- OG. MAX SPACING. MANUFACTURES DETAILS. nwE wn M mioso m � dws nm wT orslY) DOOR JAMB TO BLOCK +3" E xlxDox TO BLACK T SCALE: KTZ. 2X4= SECURE TO 15LOCK W/ j(E' TAPCON4 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X IB' OL. MAX SPACING. MUST BE ON OUTSIDE t 2Xia= SECURED THROUCsFI SECURE TO BLOCK W1J-W.' NON-STRUCTURAL YT.' TAPCONS(MM. SWANK SIZE TAPCON MM. 14,- .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') p. cm WITHIN V OF EAC 4 END t J(t• DRYWALL Ip' Or —MAX SPACING. 2XD� 1'XW OR MQ' P.T. NAILER El SECURE TO BLOCK W/J-i(E' 2X SECURE TO TAPCCNS(MM. SWANK SIZE UCTURAL MEMBER 7t2A2d Jqg WITHIN 8' aF EACH MIN. HEAD SIZE 300 t 6' TO 8' O.G. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN 8' OF EACa END t DOOR JAMB OR WINDOW I8' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +r F x +" ALE: N.T.D. 2X4= SECURE TO BLOCK 11134" TAPCONS(MIN, SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 MUST BE ON OUTSIDE t 18. O.C. MAX SPACING. SECURED TIAROIJGH 2Xbmo NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4 TAPCDNB MK SHANK SIZE EMBEDMENT INTO BLOCK I45 MIN. HEAD SIZE 300 . GNU MIN. EMBEDMENT 1 X-)• DRYWALL WITHIN 8. OF EACH END 4 IB' O.C. MAX SPACING. 'X4' OR I"' P.T. NAILER 2X8m 11 SECURE TO BLOCK WA-1/4' 7(6' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASIN G MIN. H30 HEAD SIZE 0 MIN. EM15EDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END t ATTACH TO 2X PER IB' O.C. MAX SPACING. MANFACTURES DETAILS. nEm r+ 4s •�®m nuw.ues mornr sass DOOR JAMB TO BLACK +3-7/38" G. xlNl)Ox .TB . TO BLACK +3.! 18" N 2X4= SECURE TO BLOCK W/Yi TAPC0NO (MIN. SHANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN a- OF EACH END • NOTE, STRUCTURAL 2X 18' O:C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUCsH SECURE TO BLOCK W(1-V4' NON-STRUCTURAL B(E• TAPCONIS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITWM 8' OF EACH END t 16• DRYWALL IB• O.C. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER 2XS® SECURE TO BLOCK W A-114' ' P.T. X 4' MIN. TAPCONS 0ASW+ Rv (MIN. SHANK SIZE J48 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' OG. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" WINDOW TO BLACK +3 A `i SCALE: KTA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PN: 407-774,6078 FAX- 407-7744078 wwwAbdeslgngrouµeom L AA S: 0003325 M � � tag oq SLTBDIV. de GAT: SILVERADO LOT 4 BLK 19 13pImojzcT# 04128,002 04191 MODEIa 4EWB "1499-FREEPORr' GARAGE 87IING: LEFT PAGE:: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21473.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FOCR 12/31/2020 13872.14 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.12 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMSPON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.2 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.2 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WADS 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 WADS SIDING 2017 FBCR 12/31/2020 FL 1326S.1 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 12/32/2020 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 UNTELS 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 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/08/20 i441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngoupeom L AA t.. 0003325 T b 3 fi BTJBDIV. Jk LOT: SILVERADO LOT 4 BLK 19 PROJECT* 04128.002 04191 WODEL 4EWB "1499-FREEPORT" OARAGE 8WINO: LEFT PAGE PRODUCT APPROVAL LISTING 150 MPH EXP. B m03/06/20 1/4"=1'-0"3 PIREFO@ED CONTROL JOW Fl.AM!# OP CONTROL JOINTS BE WIREO TIED TO LATH • W Or— MAX (VERTA %ad DO NOT PASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES WV SSLEG E .URE�CON be USED TO O �. DURING INSTALLATION —� FASTENERS TO BE BPACED� i T' OG. MAX VERTICALLY J' TRICK, 3 COAT CEMENT \ PLASTER \ WRB LAYER -2. FORTFIBER BUILDING PAPER APPROVED METAL LATH. FASTENED m' (VERr.) O.C. MAX AT SUPPORTS WRS LAYER % STUCCO WRAP WOOD SHEATHING �NSISD� LATH SHIALL eE cOvrb hZ aAM JOINS BUT JO NTS B BE STOPPED TED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM C063 PLACED FLAT MAX W TO S' TJOIA \ FROM CONTROL JOW WHEN e CONTROL JOINT FALLS ON STRUCTURAL STUD FASTENERS RS FOR LATH O TO BE NAILS i STAPLES IN C 'FL1ANCE SV ASTM CW63 r 2. WRE TES TO RE (N10. i8) O®41V WRE / 1 3. BLOCKING SHOW MAY BE IN ADDIT \ TO WALL STUDS REQUIRED PER PLAN W-2 4� m R=m 9■GI� APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OP 61 • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL BEAW'IB NEED TO BE TAPED WITH POWNSER BHEA,THW. TAPE YMx LAP •n6TdL LAT \\ LATH VERTICAL LAP TO BE I' IT X X X� METAL LATH I IHRB LAYER R, STUCCO WRAP i' MIY PAPER LAP BELCH QlY / I WRD LAYER •2, FORTIFIBER \ 81UILDING PAPER I I I 2 "PAPER LAP eCALEr I V2'.I'-I OLFOLD tNiY1D •MLA O xcas4aB R.B A ®P� ® KICKOUT DETAIL FOLD OL RAD 3BHIp i ® L ltl1.D aBNlp i ►L 4 Pr. A x aeaaac . Pr. e x cIeAAB . PT. S 3. QtAa[ . M. A WAaB i R.O 4 POI.DA.00WN R. ® BOT,nM PLANNI • TM BOTTOM P WA_ POW. Q2 ]' THICK 3 COAT CEMENT PLASTER YPRAMM H' x COAT CEPWIT PLASM (OW WRB LAYER 9, FORTFIBER BUILDING PAPER (Fwm PLT) WRD uYBR ti STUCCO WRAPim" O LT) W LAYD13 Q WAe OY7[44a�AWnBIRg.AHM STOP 6�BIt�7PIaNlN! CN�Y) I a. b6 YALI. 1LASHM b e KKK -out R.A&M(OW \ � onAdu \ FELT IWe1LAY111M WTaR TWIT am (eeo OB y' f aa.oeeJiQ) aYBaxa INL10P3Id B' R+Ha1B18 A 00 Q RroF 1 ORP 110m OVWR.AP 3' mxtwv aYEAIrBCvIrMaKTYAFACALLY IWWaRM PANSY WOG IMx. 810I bk2ZL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO PRAMNG MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OID4T8-K (13i-MM) WIRE AT INTERVALS NOT MOM THAN %' (22--MM). AS PER ASTM Cib63 1AL FOR REPAIR OF TEARS IN WRD LAYERS. TEARS MAY BE PATCHED UVHOUBE WRAP TAPE PER M ASP. SPEC. OR P M 4 STICK WORD SHEATI BUILDH PAPEP STUIX'A IT THIICICG 3 COAT C6'Ew PLASTER METAL LATH WRB LAYER -2, FORT ISM BUILDING PAPER WRB LAYER,, STUCCO WRAP WOOD SHEATHING OR CMU WR5 LAYER h, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WA ,L SCREED Z 5'X5' 'L' TYPE CONTINUOUS E z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) c+ � CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L FLASHING N.t.S. WRAP MATERIAL) OVER APPROVEUSE D MOM WRAP. R-ASHNG TO EXTEND ONTO PIPE P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OP SELF -ADHERING MEMBRANE FLASHING STEP "I INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS — REQUIIRED TO SECURE PPE/ WNW TO FRAMING N.T.S. FL 66� STEP 02 6'z6' SELF -A *01110 a MEMBRANE FLASNNG (COMPATIBLE WV HOUSE WRAP MATERIAL) OVER 4'.V SELF-ADIERNG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PiASHIe1G ro EXtENo ONro PPE WRD LAYER Q, PORTPISIM BUILDING PAPER METAL LATH WKS' SELP-ADHERING MEMBRANE R.AGWNG OVER 4•x4' SELF-ADNERNG MEMBRANE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHIMM TO BRENID ONTO PPE V COIN. DEAD OF SEALANT INSTALL APPROVED WOUSELLRAP AIR INFILTRATION BAWQIER OVER SHEATHING SECTION PER SECTION FUO&? Hdr13rYNrla and Portland Exterior use W th Hand cement plaster nquioaeply Ofhthe appioedan reQuirerri&da Of ASTM C 926-12A inetellaib6 of exterior Ndffig ar d fraadrg shNl comply oath ASTM C 106342A LEGEND OF DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LAYER 'w2 (FORTIFIBER — —' — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO �1,: .7-7 SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84i-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744079 www.abdesigngroup.com L AA B: 0003325 J h 7 4 stmDIv Ae LOT: SILVERADO LOT 4 BLK 19 PROJECTS (H 04128.002 04191 MODEIA 4EWB "1499—FREEPOR' r' GARAGE sTIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B N DA 03/06/20 SCALE: 1/4"=1'-0" SHEET WA1 Oft LAYER M, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASH6Ya OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 22 BIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERd"ETER OF NON -MOVABLE FRAI'E AND STUCCO ON ALL 81DES, & CAULKING - JOINT ALL AROUND PER SECTION R703.7 Exterior WddM and 01aeBedrta 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 106312A. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (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-641-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPEI OVER 'QUICK RASH' PIPE THROUGH WALL 6' SELF ADHESh FLASHING (INSTA PER MAIUF. SPE BUILDING PAPEI UNDER 'QUICK Fl A VENT PENETRATION SCALE, N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR5 LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW -ELEC. METER FIELD VERIFY LOCATION CUT SUCH THAT NO MEMBRANE ENTERS BOX APPLY STUCCO SCRATCH COAT APPLY TO F49 EDrsE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z REAL OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS —PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING WRRD LAYER GL STUCCO WRAP WRS LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRIGTRIAL MEMEER - T' O,C. MAX V To jr MID -WALL NIEEP SCREED AD6E81VE FLASHING^ CLEAN MASONITr BEFORE APPLYW. 179 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8 WRB LAYER 41, STUCCO WRAP CUT 'X' INTO SELF-ADHERING � MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP 1*1 STEP 02 STUCCO WRAP =1 APPLY 60 MIN - 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ® R EL MEMBRANE SING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #3 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP *5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com 16 AA e: 0003325 z c ra ra Q _ C PR0jzcT# XmDIV. Ac LOT SILVERADO LOT 4 BLK 19 04128.002 04191 MODEL: 4EWB "1499-FREEPORT' GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B 0 I11PRINT 03/08/20 DATE SCALE: 1/4'=1'—O' 91113c'&R' WAS LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �T%TlT/TTllTli] SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING ® l' O.G.) CMu % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK WIM - 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774A078 www.abdesigngroup.com AA #: 0003325 .4 �a 6 13UBDIV. S. LOT SILVERADO LOT 4 BLK 19 PROJECT* 04128.002 04191 MODEU 4EWB "1499—FREEPORT" GARAGE 8'WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — WOOD CONSTRAcrm �r BEYOND WOOD BNEATWW. DARNER �&6TiVE BARRIERREVOTIVE / \ uWw� LFLASWM RAIH�Nfa-ADIERINi < _. i Q �TWE ;z MARINER WARTER eTHP / \� R �STIVE optj \�` y GALV'D METAL GALMWFLASHM 'r FLABNpiG I Y.• x f• e411ATED \ U130D TR" MEI'DER Y• x •• BRAILATED WaOD TRM MEMBER GAP UAAC.QAJCM \� / pOR APPROVEDNT BE" A CASM eEB2 SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngrouP.com ` AA A: 0003325 Z y T c �i SL78DIV. Ac LOT: SILVERADO LOT 4 BLK 19 PROJECT* 04128.002 04191 MODELa 4EWB "1499-FREEPORV GARAGE 81rMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TE 03/06/20 SCALE: 1/4"=1'-0" SHEET WA4 FRAME OR CMU 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/Wx4' NOTCH END, WRAPPED IN PEEL 4 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 or - DRIP EDGE 2x SUB -BAND W/Il W' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwabdesigngroup.mm AA N: 0003325 Y r h ` C b 6 c ISILVERADO LOT 4 BLK 19 pRO JECT## 04128.002 04191 MODELa 4EWB "1499—FREEPOV' GARAGE 91nNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B 05 PRINT DATE: 03/06/20 SCAM 1/4"=1'-0" 9EEET WA6 FOUNDATION NOTES I� $ 4• �I m SLAB I 3 11 r 1 FM-12X18 1 1.1 EXTEND 14'-7' SLAB 1 11T 11'-,a ( I I I 1.1 ( • NQ I w R ml 00 O I LL I 21'-2" io � N x 1 I ILL 0� -0" TOP OF SLAB CHASE - EXTEND _- -- _TE=2 _SLAB 1 ,l2" 4' CONC. ;Q - & I I 5 SLAB �'--' �5,12 n ,. I TOP OF SLAB 15'-6" T-8" 4" I t 8'-0" 19'-6" ifl n N 3 6' � I� X ro I O N N W WN IF- v N 1 LL 0 I I N Iy )4"oN cc. rZ) I m I A 2 ( SLAB W 1.1I $-3- 1-12 a(m I EXTEND SLAB 1 1/2 La *;7 112 I --O ,-FMG-12X18 FM-12X18 FMC-12-78 -------I 2E 1. FM-12X18 FM-1D(1 M'I FOUNDATION PLAN SCALE: 1/4" = l'-W 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: . PROVIDE 1/7 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. 11.0INDICATED #5 BAR, OINDICATES #6 BAR,NINDICATES #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: Pm = 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 } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 616 W I A.W I A OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" S E PLAN 8" - s _ (+)0"-D" FM-12x18 12" CONTINUOUS Is" - (2) #5'. (+K1'-0" FMC-12x18 12" CONTINUOUS is, - O 's - VARIES TE-2 12" SEE PLAN 8 - s FM-l2x12 12" CONTINUOUS 12" 2 #5's 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 L FAX- 407-7744078 wwwandesigngroup.eom AA N: 0003326 :C F ek sFp SUHDIV & LOT SILVERADO LOT 4 BLK 19 1p3mojzcT# 04128.002 04191 moDEL 4EWB "1499-FREEPORr' GARAGE 31"NO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B D TT 03/06/20 BCALE: 1/4"=f-0" 8HEET sl 30" MIN. EACH WAY AAFI MONOLITHIC FOOTING Z_ A. H . . _ •v m STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q ^ a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° a SPACING REQUIREMENTS ° GARAGE DOOR <; w U W RECESS m� �a ¢ FM `I� g� (n Z 8" CMU WALL O N 8" CMU WALL I , I I CORNER BARS, SAME SIZE AS BAR Lu w 8" c m — Z�. IN FOUNDATION WITH 30' LEG EACH %%% W = Yi1 p +_ 0•-0. TOP OF SLAB m r_ 0'-0' TOP OF SLAB' - +• •I WAY AT ALL CHANGES IN DIRECTIONS v� SO THAT THE STEEL REINF. IS CONTINUOUS N ►---Ma--+-�—"' MATCH AMOUNT OF CONTINUOUS BARS CURB FOR e EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA 4"CHAMFER (iSTORY) 18" " _gA EXT. PORCH SLAB - VARIESI•I SEE SLAB SCHEDULE TOP OF GARAGE HAMFER ` (f '- °. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE - MASONRY UNITS SET �:�, AT ELEV: WI 1/2" ISOLATION s.. 6" CHAMFER (2STORY) WI1/2" ISOLATIONJOIM (,STORY) p.(" (WHERE 4 q4 24' "`��HAMFER (2STORY)APPLICABLE) Z EE SCHEDULE p5 30' J p LICABL Z a SCHEDULEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36" XD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42"R EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:y4�,•p 2 @ GARAGE �� 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'=1'-0' SCALE: 314"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL Wl PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w p a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE O a NEW REINF. SAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED WI 2- PART K S SPACING. SINGLE BTM. PLATE 1/2'k9" WEDGE ANCHOR W/2- BTM. PLATE TO BE PT. 2'CDPPED n. EPDXY. MIN. EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE Q 8', LINO -� — FOLLOW ALL MANF. PLATE EPDXY 5-112" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. W/FLANGE Q BASE 2 SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX.ADDITIONAL METAL BTM AND TOP PLATE o = USE AND m F co PREPARATION OF ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT REQUIRED WHEN N. 0 4" HOLE. COMMON NAILS FILL ALL y UPLIFT IS PRESENT. Z w HOLES, DO NOT USE 10d w w SECURE FLANGE TO SLAB W/(4) 1/4" X 2114" p -� x 3" It SEE SLAB SCHEDULE K SEE SLAB SCHEDULE cc TAPCONS +- 0'-0' Q Q QQQ .Q TOP OF SLAB - .. +- 0'-0' TOP OF SLAB 4"CHAMFER (STORY) - " ° 6"CHAMFER(2STORY) e.�.- ^�� , • . EQ. EQ. SEE SCHEDULE EQ. EQ._---SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION (��INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL C T SCALE: 314"=1'-0 (W/ UPLIFT) SCALE: 3 4'=1'-0" (NO UPLIFT) SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING m WALL Wl SYP No 2 STUDS SEE Q a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ w 16" O/C STAGGERED. ADDITIONAL METAL 6 m a CONNECTORS NOT REQUIRED WHEN NO CO W 8" CMU WALL UPLIFT IS PRESENT.? . ' TOP OF SLAB SEE SLAB SCHEDULE I• Z SEE SLAB SCHEDULE 00 Z — m TOP OF SLAB "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND • POURED MONOLITHICALLY WITH e .. -- — r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE / BAR SIZE FOR FOR WxD, BAR SIZE BAR ✓ AND BAR QUANTITY AND BAR QUANTITY COMA/BLLINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 9 10 3/4"=1'4" SCALE:34'=1'-0" (NO UPLIFT) SCALE: so L441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-7746078 FAX- 407-7744078 wwwabdeWgllgroBP-dom AA is 0003325 C _F g NJ i 4 3VHDIV. & X.OT SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 HODEX. 4EWB "1499-FREEPORT" GARAGE 3WDM: LEFT PAGE: DETAILS 150 MPH EXP. B Dw� wul w% 20 SCALE: 1/4"=1'-0" SKEET S1.1A DOWEL PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003326 V H � a 1-mi, tMDIV. &LiOT: SILVERADO LOT 4 BLK 19 ROJECT* 4128.002 04191 ODE4EWB 499—FREEPORT' RAGE B'WMG: LEFT PAGE: DOWEL PLAN %150 MPH EXP. B rppATE: 03/06/20 BCAL.E: 1/4"=1'-0" SIM= S1.2 Z Z4 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0"FIN . FLR. +� •a a TIE "CAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z #3 I, > #4 24" OU #5 W, #7 42" HORIZONTAUVERTICAL REINFORCING � SCALE: 3/4"=1'-0" z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS mW � J O(j) �Z 8"CMU WALL E TOP OF SLAB a TOP OF SLAB SEE SLAB SCHEDULE 3 W ° a - • ' EXT. PORCH SLAB BAR SIZE 48 BAR DIA. >- W11Y2" ISOLATION 4" CHAMFER (iSTORY) #3 18„ O JOINT (WHERE ^ # 6" CHAMFER(2STORY) 4 2 #4 ' REINFORCEMENT APPLICABLE) z MATCH STEEL OS " ° •� 8" PVC CHASE " PER SCHEDULE 6" PVC CHASE THRU FOOTING THRU FOOTING #7 1. MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 314"=1'-0" #5 BARS R;bl- t4 00 El il X--fir CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 33 SCALE: 3/4"=1'-W 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 401-7744078 wwwabdosigngroup com AA #: 0003326 W � 4 Y � 9 q �ll BVHDiv. a LoTil SILVERADO LOT 4 BLK 19 PROJ=CT# 04128.002 04191 MODEM, 4EWB "1499-FREEPORT" GARAGE 8WWO: LEFT PAGE: DETAILS 150 MPH EXP. B PRDrT 03/06/20 DAT=" DCALM 1/4"=1'-0" mIErET S1.2A 111% 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 10 HOG NAILS, WOOD TO WOOD: SIMPSON HI OA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER (d 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ZZURM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�I) W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sze (1)#5 V GROUTED SOLID "CAST—CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4JNTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �em SAFE LOAD - POUNDS PER LINEAR FOOT `ImaGeBw SAFPLLAD `e 11.5.�ow SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH elm "I"m re -is mfsr 642•19 woo wwls wom emwe wwH%; ssae WAN. et'm4e wxm ewi-N TYPE LENGTH SUS We RCMU TYPE LENGTH "sn eMar r,afr wtm elnstt W4*wv eNa47 wwwa era4tt ePmsr er2att Nma eNaan er3m rd• (42') PRECAST 2291 rM "IQ 5fa sew "mNN Noe, 9d' (42') PRECAST 1025 1024 1655 ?$ N27 PRECAST Ter 2ee5 NO 42N NO ON 70M aor Ore elta 76a 014 tOr4 ftre no NO NN NO an elm t5m (45� PRECAST tees mel a51 NN Oro NO WIN Na Pd (45") PRECAST 756 755 1905 /'a (459 PRECAST I= mM Will Will 45M m am4'd' Nee NO el13 7547 ea4 IOM Ito tar 2r aN5 OR 400 OR am W4 (' PRECAST , rr 2110 mN WN MIS OR atN 4'd' �7 PRECAST 452 Set 1073 4'-0" (�")PRECAST nor as 2mT mm 4Na 4N1 ON 2fee 4e/5 Oil7547 eels sm time ITN 2540 27117 aam ON 4711 sere V-r (14') PRECAST 1217 nw /4m ter ma ela ame NO 9W (SC) PRECAST 411 411 746 SW 8N-) PRECAST ,oN m 2Ne A Nee art am "a aor rr Tea ,oM ttN aae 3111111 saw arf 4501 9-,5• f70'1 PRECAST 1092 110 1173 NO No 2Ne ame Nm 9.1P /75') PRECAST m 39B 5t5 9-iP m PRECAST eel eel , sms N52 M. 4,m Nel 2r2 45r ttel fea Will OR elm NN ar 94Y (M PRECAST SOB nm s+r sIa aN sw Ore Will!S,d, (7n PRECAST W7 721 490 9d• R59 PRECAST IN 1 xm aal 3712. tae an afa erf No, eem er 14r tees 1 2e111 1 2701 sm1 3M Td' W59 PRECAST 745 /ml nm aer NO tar NN are �9 PRECAST 424 634 553 TC (e5) PRECAST 7a ma 1e11 ON Net sees crt 6W OWT4) m ta1 all asNr m No tea a1' 1t PRECAST ( ?7 554 em I= I= 2Na ON a/e er2 84' (11T') PRECAST 925 6,2 230 Sd• („Z7 PRECAST rt 7A I f0 Tel 2157 ,N5 >@ tar ,eel 2eN 34M 4 5ro 5N 5r INS fer I NN 1 204 1 2811 tad• (,2� PRECAST 476 m er Na mes MIT 21M mr tad H25� PRECAST 284 401 15D lad (1257 PRECAST m am m , , 2m, en ,ar ,ra m aN aN as er two Nri na sor mIe „'d• (,95•) PRECAST a5z 6m on far ter am Na 4N0 „•< (tae•) PRECAST 250 4� 164 11'r (158') PREcwsT M eel ro "N' T7r ra sec tar Nr ONNa ON4N IN fe42w tai IW temw 2M7 ( 44' PRECAST 1" , 357 Be as im4 Ira ON mN a� 17-V (11"') PRECAST 244 402 137 ,r4Y (,N') PRECAST 4m 4r m 9A „ , nee No $73 1254 ,sN ON 21e are 4m 6W IN. fat lomw wk. sae 19'd' (150� PRECAST 2e6 4r, 7a ,5m 14r mM NN NO 15-4' (150� PfiTGA3T 277 92t 110 1S1' (150� PRECAST 41e ar 7a er 1 I1m at IN 10s Nr NO 7em AU 40 iM ttr u fr7 ( 5S') PRECAST l*W 1 27S 4N Ir 1: ' ,rr as ma 74'-0' l'Me'1 PRECAST 206 285 100 ,4'O (75B') PRECAST m4 er 7a see , na 4r 7r Nr taa ma 2w am ato In ,ri , Tea 14d• (775� PRESTRESSED N.R. Im let NA Mt Mt Mt Mt U'$ (,75') PRESIRE; N.R. 254 57 U'd' (1'7B') PRE31RE88® 20 Ne m r e72 wl em 7 em ,el 17N tAt Ne 7N Ism tat 210 m77 27n I" , ( IN MR tR NR let IN Ml 19d' (154) PRE NA. 260 53 194" (1eq PRE$RESSW iN r M m er M. Nt 7r1 In 4n 7N tmo na mr NN am Irw C�7 Im Im Mt Mt Mt eR Im 7T{• (205') Pgfi8TRE88® N.R. t54 84 ,TJ• (10B•) PRt TIib88fID tp in r 5r J.m GO in em 1 IN fat as 14A mo 5r sr faa Noe 150 ma 19d' C2729 PRESTRESSED NR 1N NR MR IR 1R MI ,C� Mn N.R. 145 62 1Pd' Mn PRESTRESSED ,r IN r r 4a m 647 441 ea I 7a as sm 4m 7r toa nr tell tTM 21-W (265'1 PR)63 NR IM IR IN 111 MR MR . III �� R55') P N.R. 125 42 21V• G4s5') PRE to 1n W s 8r w 4r nt 5r o 5r Nr to aN an er 1fu 1tr (25{7 PRESTRES ED NR Mt M Mf m Mt 1m Im �� PRESTRESSED N.R 118 40 2r4Y Re49 PRt63iRtxfgt3) to 1a 16 lee ar 4r 6r 5N2r-0• seeIN Ir N6 mo IN Na tar far ( PR( RR Nl Nl MI 16t M IeI 24d' L�57 PRESlRE88® NR S, 1i W-V Wn PREFTRESflED ,N fN 7 sa ar 4r IN er Ir iV 6a24'-0' N. 1a m5 4a ee4 eel ter 1ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TAR" BY CASTCRETE MAY 21115 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR IXCEED VALUES STA7EDABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MAMIFACTURE8 SPECFIGITIDNS -PROVIDE M55M7M 4'OF BEARING PAST EACH SIDE OF WIND WOPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 " e� 8F16-1T/0M/0B 8F16-1T/0M/OB pr 0 g_g+ m. 7'-6• 8F16�T/OM/0B R h � B . UNO, PROVIDE B01 WHERE N �'s,.,o 4, ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. N a"•" (' 1 c A #'.01 E y A m ( ' ) T 7 2 1 ( y f ( Y 2 ( � a a P x 5 2 1 8 1 e o ( £ £ a o L — — — — — J 1 a s 1 � GT 'y s 8RF141T/OM/AB (B '( F2.1T/OMf18( 0 M Os 8F76-1T/OM08 1 " It g•_10+ 4-6" 8 LIFT BEAM PLAN M 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdosigngroup.eom L AA #: 0003325 i F y V y- 333 O 11p USDIV & LOSILVERADO LOT 4 BLK 19 ROJECTo 04128.002 04191 MODEL 4EWB "1499—FREEPORT" GARAGE BMWO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B ARCHrrMT- 4RO ROLMD a AMR NO DATE- 03/08/20 BCALE: 1/4"=1'-0" 8HEET s2 05 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'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \) HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND i#5 aG� AS DEPICTED HEREIN. 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. TYP. 8"x16" �p 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. � %EAM W/ (B OND TOPOF*_ B #5 BAR BOND BEAM •\Q 8 EACH COURSE G 8a8 BOND BEAM TOP OF • �G�\� W/ (1) #5 BAR BOND BEAM I .O\O� U = UNFILLED LLED GAT GROUT SOLID FROM •4 TOP �N\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE SEE NOTE 5 16-1 T/ 1 8z8 PRECAST CONCRETE ' NOMINAL —ice LINTEL W/ (1) #5 BAR (L2) Q� HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY OPENING - 2" BOND BEAM COURSE OR 2 BEAM DESIGNATION IT I5 THIS ENGINEER'S INTENT # OF #5'S, BOTTOM Bx8 PRECAST CONCRETE THAT XFXX- 1THMMS INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER AND XFXX-1T/0W0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP OF OPENING WINDOW PRE-CAST 'a 1!S' WINDOW Z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com L AA •: 0003325 A a x q � f � pp r5 jy< y StMDIV. Ae LOT SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 HODELI 4EWB "1499-FREEPORT" GARAGE 91IING: LEFT PAGE: DETAILS 150 MPH EXP. B MAR DRAT E: 03/06/20 SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1YY HOG 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" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 BEARBVG (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 PBS36, A77" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesign8roup.00m AA *: 0003325 4 L 44 y S quaDN. ae LOT SILVERADO LOT 4 BLK 19 PROJECTO 04128.002 04191 MODS", 4EWB "1499-FREEPORr GARAGE SWING: LEFT PAGE: FRAMING PLAN %150 MPH EXP. B r ARaHTEcr• A Al NO P ATZ.. 03/06/20 DATE: a8CA* R 1/4"=1'-0" sIZET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH— (9) 1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFMALLIFLOOR ON B{2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING HTSM20 WI 0 iOd T (12)16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" TRUSS AND (4)1!4" x 2 114" DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND 1900 UPLIFT (2) 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" 1 EDONSIMPSON INSTALLED ON PRE-ENG TRUSS WITH (12)16tl x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE OPPOSITE FACES OF BLOCK WALL W/1010d TO ADDITIONAL PLY MAX. TO TRUSS 1/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2AANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEESCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a 1b 1c °"_,'-0 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: GIRDER CONNECTOR(S) 3 SCALE: 314"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PREENG'D W000 SHEATHING SEAMS)(BLOCKING TRUSS (1YP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-W MAX (W/1X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ E0. TRUSSES WHERE _ TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT lx4 DIAGONAL COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BTM.CHORD FOR STRAPPING SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE BRACING, SEE O ss.. VERIFY 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 Pi. PLATE yyyllI,,, m PLAN FOR LOCATION U SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN (1) w BRACE @ CENTER TO BLK W/ 1/2" DIA. R a MAY NOT BE W/ 112" DIA. ANCHOR BOLT W! 7' (2)-W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T �+ a REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. 2x W000 FASCIA, STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC BTM. CHORD OF EMBED. AT 32" OC MAX. SECURE GABLE TO 2c8 P.T. SEE ARCHITECTURAL MAX. WOOD ROOF TRUSSES PLATE W/12Qs 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds B" CONC. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 20 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2) 10d's @ EACH 10'-(" O/C MAXSECURED W1(2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REQ. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 4 GABLE TRUSS @ CMU WALL SCALE: 3l4"=1'-0" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0 NOTCH DEPTH 114'D GE>sre^ METER THE USE OF ALTERNATE MATERIALS MAY BE L. STUDUSED SO LONG AS THEY CONFORM TO THE OUTER1/30FSPAN FOLLOWING ONLY HOLE EDGE >518" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS 17r q 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 oll THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 BTM.HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE< 3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING �1 AND BORING LIMITS SCALE:11/2"=1'-0" ALTERNATE MATERIALS 11 SCALE: 314"=1'-0" L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA P. 0003325 H M V i tl i aVBDIV k LWO SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 MODEIa 4EWB "1499-FREEPORT' GARAGE 31rM LEFT PAGr: DETAILS 150 MPH EXP. B AR as NO A-M- D03/06/20 wTr: acALM 1/4"=V-0" a*== S3.1A VTCR SPACING (1) AT EACH END 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) 0'-0" TO MY-0- (1) "X" BRACE 11j1 30'-1"TO W-0 (3) W BRACE "X" PRE ENG GABLE TRUSS ti 1 (1) BRACE @ CENTER 1 (2) "X" BRACE DrVUED EOUALLY STIFFBACK AT ALL 2x SUB43AND FROM CENTER TO END. UPRIGHTS OVER NAG" HIGH \ (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR L— SHEATHING FASTENER SCHEDULE" SEE TYR TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW lx2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C 1.2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) l Ws PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS L SCALE: N.T.S. � W/ HIP RETURN SCALE:34"=1'-0" Ii N. RONALD REAGAN BL LONGWOOD, FL32750 PN: 407-774-6078 FAX: 407-774-4078 wwwzbdesigngroup.com AA #: 0003325 M q � b i 3VHDIV. de LOT: SILVERADO LOT 4 BLK 19 PROJEC.r# 04128.002 04191 MODEL: 4EWB "1499-FREEPORT' GARAGE BIWMG: LEFT PAGE: DETAILS 150 MPH EXP. B DA�1'E: 03/06/20 SCALE: 1/4"=1'-0" L9HEET S3.1B GABLE -ENO Nro w�GF x A IF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (2798) ZONE 3 = 33.53 PSF (43:53) 'A'= N-O* END ZONE DISTANCE BASIC WIND SPEED: ISO MPH WIND EXPOSURE: -W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -0.18 ROOF DKPHRA03M FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS R 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2 112" 0.120" 170,000 RING (PER2I SCREW SHANK CIHGS Bd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES ........... J zw C3 V W Y (� z9 7 LL Y Z Z O 2ti NO nb Of Z $�. A zco z0 a W Z _ d O Z z Fm TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS Rnnc cucerulwr_ —_ ■111■1-111,—� � '',t ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EH® FRAMING C8d RING SHANK GUN NAILS R 6" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD a Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8.,(N FIELD Jl GENERAL NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE EH® FRAMING C8d RING SHANK GUN NAILS R 6" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD a Sd x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8.,(N FIELD Jl GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PRIDE FAIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEITIER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC- R 2017, 6BI EDITION ALL BMW EDGES NC ES OF CONCRETE ARE TO BE CHAMFERED 3W ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER L6A&W$ UNDER ALL SLASS-ONGROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS UPPED 6INCHES AND 864lID WITH ADHESIVE TAPE' PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE. BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN X' 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. 61h 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2( STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 62. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD—a—nt 10 psf BTM CHORD -rwD-c w—t DEADLOAD DEADLOAD 15 psf TOP CHORD 20 Psf TOP CHORD Q psf w/ ASPHALT SHINGLES) (10 psf W No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Ai65, 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 T-0- OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO 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 RESAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 64 BAR - 25" A8 BAR - 36' ifs BAR - 30' 97 BAR - 42' PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATE IN ACCORDANCE H O I D DAN WITH THE'NATI NAL 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,'OESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'rPUWTCA SCSI 1' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEO WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 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 (FBC R2017) EXPOSURE B, 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: IOPaf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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 40psf 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 REWEW; 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 50TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH TFE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS P ROVIDED THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALBLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE 3LOCK TO THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL 3E REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BONG UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL COLUMNS GROUT T ALL TRUSS TO TRUSS CONNECTIONS. PIUSED OF REPRODUCIBLE SEAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT - O FILL MASONRY CE LLS SHALL COMPLY WITH ASTM C-476, 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 318' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF ZODO Psf, FOOTING TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNtCAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE. 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE Fy = 46 ksL STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksl. TUBE AND PIPE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONfRACTORSHWLL SUBM6T PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE M%PRIORTO OTHER BOLTSSHALL BOLTS WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'4- PRIORTO THE ADDITION OF PLASTICIZER O DANASTEWITH RN-WIT BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWRH ALL THE REQUIREMENT$ OF A0301 AND ASTM C54 OR MEASURING, MIXING. TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETETICKETS SHALL BETNAESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IB ADDED TO THE MX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COM'LAME WITHTHE ABOVE. REWIRED CONCRETECOVERAGE OVER REBARSHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINSTAND PERMANENTLY EXPOSED TO EARTH TOIFDATIONS): B. FOR CONCRETE EXPOSED TO EARTHAND/ORWFATHER 1-172'FOR 05 AND SMALLER 2' FOR A5 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Y4' FOR SLABS, WALLS AND JOISTS 1-17 FOR BEAM AND COLLMN PRIMARY REINFORCEMENT, TES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTgN s� 9PACNG REMNx9 APRIGTION S� TYPE SPAONG REMARIC3 1#9 FFIH>lG C/,9E HAlNEtLECOL $� G.YMGE OOOfl BVIX of DN ND WASNFA TAPCIXI MASOFRY FASTEFER 11?EMBEDP EH1 qBT., AL. ENO. DOOR9 x PT, 9EE NDTE6. C ENMDEIED COIL PO'C STAGGERED WVOOWNOORI FASlEtED [flO LV,SOIAtYIWNO. CAMGE DOdi 9UIX TD LI.LSONRY,CONC. 1-.WWASHER/ BaT 21 O,C EMBEO.,PEM 019T.. SEDGE qST. ,:Enow Bucx Pr. sEE NOTES usE H,vmErEo mE IL „rrLONG. sac sTAGGEFEo wwovmory PAsrENED rrtD MMxxanox�c METAL STRFr To MAsarmrcorx. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EXT. SANG DOOR)3H89W. BUIX 2n PT.9Ef NOTES •TAPOJIY FASTIER t8 !l EMBED.PEN). .,t 1/Y EDGE DUST. NONdEMWG WOOD TO CONC.9RAR t(Y xPANSKIN 1•EMRED.YFN) W/WASHER E BOLT DIST,SEDGE dST. PTg PlI BDIX 0.,38•PAFr21AT POLO 1•END.DIST..- PT TO DEL OCL., 9EE STAGGERED EDGE 05T. TEB "OTES 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 / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 - FAX: 407-7744078 W WwAbdosigngroup.00R1 AA #: 0003325 y sa � � i v E I Ell I BURDM Ae LNOT: SILVERADO LOT 4 BLK 19 PROJECT# 04128.002 04191 MODEU 4EWB "1499—FREEPORTW GARAGE 8WDM: LEFT PAGE: DETAILS 150 MPH EXP. B 1 BCALX: 1/4"=1'-0" 1 S Nk TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS