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HomeMy WebLinkAbout7177 Boxer Round PlI 99 99 1828-4EBB-CALI . If HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDINGICODE, NATIONAL ELECTRIC CODE, , AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE FEB Z 020 CITY OF ZEPHYR' PLAN F_XAMINE _ -_ STATE OF FLORIDA • CERTIFIED BUILDING CONTRACTOR: ' DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN REVISIONS INDEX OF DRAWINGS COX M �I •At. IDM AND WATE oollsg *OCCUPANCY - R&S'mENfIAL GROUP R3 •CONSTRUCTION TYPE - VB •�• INTERIOR FINISH - CLASS B •BASIC WIND SPEED - VuR=150 MPH Vaed-116 MPH -EXPOSURE B •1-STORY RESIDENCE — I -STORY •2-STORY RESIDENCE - 11AX. HEIGHT AS PER LOCAL AND STATE CODES ABA ABGVEABBREVIATIONS LAVATORY AD AIR USTABLCONDITIONING LUM. LUMINOUS ALT. ADJUSTABLE MFR MANUFACTTfR.R AMP. AMPERAGE MN. MINIMUM BD. BOARD M.T. METALTHRESHOLD cL CENTERLINE MTD. MOUNTED cab. CABINEr MTL METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER cONc. CONCRETE PL PROPERTYLNE CPT. CARPET P.B. PUSHBUTTON G.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD PLYWOOD D.G DUAL GLAZED PR PAIR DLA DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER GNP. DISPOSAL HAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL, DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEv. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SET. SHEET EXH. EXHAUST SHTHG SHEATHING SHWR SHOWER F.GJFX. FIXED GLASS sH SIMILAR F.J FIXED F.G. FUEL GAS sL. SLIDING FN FINISH SLGL SLIDING GLASS Fldt FLOOR STD, STANDARD FLOOR. FLUORESCENT sws SHEAR WALL F GD IL FRENCH TEMP. TFIp�BDGLASS GA GAUGE TEX THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE NTERRUPTFx T.G.S. TOP OF AB GL. GLASS TYRU.N. TYPICAL GYP, BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.c Ho LOW CORE v.P. vVOTHERWISE POR R of Frog HEADER w. WASHER IN UL.T. Tr BRIGHT W/ WITH NT. INSULATION WO WOOD INT. INTERIOR WOW WINDOW wJ. WATERTER GHTIRO DATE DESCRI TION �,� CDS ARCHITECTURAL SHEET DESCRIPTION �"'"' tonFecuFDAtE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG Mi—MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL LISTING pG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8-WALL ASSEMBLY DETAILS 011" COB RE. O SWUM SOMC. ELEVATIONS ADDED o3RbM CDBRE-18ENED 04A9M FMNG REVBSIAI FWIBM DOl�B 0641AS COS RE-IBBIlED W/gAB ADDED CUiBLEpgFppTERATGARAGE DETAIL (FORT HYERB) 0N2A5 PLAN MAINTENANCE 03/AS/B IeEYND LINTEL SIM AT FRONT BNIRY DOOR STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 evms ADDED ADDITIONAL. RECEPTACLE IN GARAGE PER BALL BATSON (I ELEU SQ.FT• CALL. S 04124AS REVISED NVAC VOLUMES ON SOFT CALL SCNEDM (MELW 06/Ii/B ADDEDWERIORMONO DEEP FODTER'DETAIL 12/&A(ORL) LIVING I,Is2& $a FT. 4W 04. FT. ENTRY Ib SQ FT. LANAI $SSGt.PT. TOTAL 2,362 Sa FT M MAS IGN ADDED LED LTB • KITCHEN 4 BATVIBOOhIS PERRK MABODES WASM ADDED STONE OPTION ELEVATION C A D (TAMPA) NAN9 ELEVATION'G'SIDING-ADDED LOUVER4GAISLEIII" m/25/y "ED OPT, W-ID• CEILING MU4TS STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S31A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNl —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND ORDER TOOBUILDUTHISPROJECCT BOASED ONNTTHISON � DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %CONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX:407-774-4078 www.abdasQftmup.wm AA #: 0003325 , 4 ASL mlv. a LOTS SILVERADO LOT #4 Pno BLK #18 'T 4 8. 1- MODZU 4EBB "1828-CALM' OAnA0a SWIM. RIGHT PAO=: COVER SHEET 150 MPH EXP. B OENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6Rh EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALLREFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CON81DERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHRECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT$ 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENING$ BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318INCHES THICK, OR 20MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL I- MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE $HALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -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 FLCOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. artewm 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFK.L 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, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TEAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING $HALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SCL PLII11111NQ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH'/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3W5.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 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. EKTEM WALL COWEP U I. 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 11301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE E(TERIORFIN2#Net 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,117 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 - PPE 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 - 1 IA AND R703.7. UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FORCONSTRUCTION OBSERVATION. EKTERIOR CEILINGS 1. EXTERIOR CEILING TO BE ill' 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 IN TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) d N.RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdeeWWoup.com AA0:0003325 A r � C a �V2lDIV. Olt IND1`. SILVERADO LOT #4 BLK #18 r 4�oaslcT - 4 81 moazau 4EBB "1828-CALI" aAnAoa ISVnNG: RIGHT PACE': GENERAL NOTES 150 MPH EXP. B R2/03/19/4"=1'-0"N I - o',lo =////Io 0 o ,; /. i s . ® 1 Ia II'WI lio� Q �� 6 Mw :UI'I1, Mw . n �► NME .,.1777aCd■ '1 _ n �v1 AS Fli PER OLD& n CODE M o n 0FIRM i ON 1'I1 311 TRANS. �Emy M- I. C n ■o C nll/////I�o��oi/////'o m oli//Ilo' n1//110 Ili v SQ.FT. CALL. S LIV1•Ys 1828 8Q. FT. G4R4GE 430 Ea FT. EPIW 16 SQ. PT. LANAI De 8Q. PT. TOTAL 2,362 6a PT. 00VOIE►R ND CIADOIgDD L0A0t /alclro BFO/IE POII IECOID d/7r IuoTxNDTV 1E Nb0 ZONE i11lNmow F9M/ft MR WINDOW 10 5 24/-33 CRITERIA EXTERIOR SIUN4 0 5 24/-31 DR MIN. CRITERIA SLsD. MIN. 41 5 23/-29 CRITERIA 16010 OJaD. 112 5 204/-22.T BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=B. MEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CDMWDAIDOLWM C L. TOP PLATE 61 in BAR DETAIL 0 0 DIM. VARIES ARCH DTL_ B �E: V2 : I,_0: 1,_0. FLOOR PLAN MALE, V4' . P-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAIII. -OTHER OPENINGS BETUIEEN THE CsARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 Mh) IN THIC,10 Ell , SOLID OR NONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 Mi THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngmup.com AA N:0003325 g 6 O 111THT 1 :iJTaDri►. � 1Loa� SILVERADO LOT #4 BLK. #18 PROJMT 04128.001-04181 1MODXIU 4EBB "1828-CALI" OARAOa OWDtO: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B aw� 12/03/19 *CALM: 1/4"=1'-O" wigm T Al � 4� 1► �, mum DECORATIVE 6WLITTERS Olt EQUIVALENT fin I"' ■■ WRAISED m FRONT ELEVATION E. 74 • I'-& TEXTURED FINHW NOTE: WALL FENESTRATION FLASHM6 AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE T RFAOFATIK = 2364 Sa FT. NETFREVEHMMMN AREA REQUIRE • 11 30D RES111EOVEMIUTIONAREA 2354 M _ 7!A VENTRATION AREA A SQ IN0I5 PER FT. 11441 • Umn SO. Y1. MKOEOUREDVENMA ION .SS UK72 INURRERPOR IONOFATTIL 58Tffi 9Q YI. OFF PoDfiEVEMATIONAMA . 11SS6W.PERVENT W 36 Als ALYOFVEN7SN1s REQUIRED 4E357 ALIOF.[PRDmDm AREA OF AT nC ISIM PERIMER OFTNE HOUSE. LEIS 1MCVB*VM EMWROFWALLTOUMIOROFWAI NOOVERNANGSINOLD® 12 b oX-8' BRG. NGT. EM 0 REAR ELEVATION SCALE. V4 • P-O' TEXTURED FINISH W-8' BlVa. HOT.,. I 8'-8' BIRO. HGT 'a r tr 0'-C' FIN. FLR , RIGHT ELEVATION SCAM 1/4 • I'-O TEXTURED FR41544 OFF RIDGE VENT � r 0'-O' FIN. FLR LEFT ELEVATION SCALE. V4 • F-0' TEXTURED FINISH OFF RIDGE VENT o8'-8' BRG.HOT. _—_—___—_—_—___I ,0'-O'FIN.FLR 2. I I I I I I I iv i. I I 1 I I DECO. DTL. A SCALE. la • ,'.®• '-O' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.sbdes4p*oup.00m AA N: 0003325 p ry�Fj Q U i 0 i BUNDIV. ac Lom SILVERADO LOT #4 BLK #18 lIWJmCT 4 .0 -04 1 MODULI 4EBB "1828-CALM" OAIZAOZ; sMA401 RIGHT 1A0IM ELEVATION "D" 150 MPH EXP. B D,& n 12/03/ 99 sCAIM 1/4"=1'-0" > A2D ELECTRICAL LEGEND 8YHOOL DEFINITION NOTES OSV OMIT Im AMP SNOLE POLE MY ONTLEt IIM OUTLET I* er OUTLAT WIND TO SIITOI ON REV OUTL@T IWIIT� rt7W "VV CUTLET (4) line CONNECTION -R- Ilr Wt NAT/1R00r OUTLET WnU D PMLT ME1011rll� SW C14 SWCN 54"Y OFER W,4 SUITCI4 4-WAY OFER FoIMLL MOUNTED tJ L17M U:ILNO Le1HT © LED CLO LOW LED POR ©VP PROOF LOW OVP ymm lover LOW OIIOCMSED CAN vNR. IUN I CFM PER NL FT. �T' MN IRIOIIf 1 OM POR S6 A. ® T I -OLD IURAP AR011D T S U' FNTJ 2'RJICNINCENT n.uoHEwwT �—r�--r-• C 4' TRACK LpM � PNiL O 8D.Splow DETCROR SUL NVAO[A4• VLJ rtiVVA.L w� M Y ® 5Kp CANSON PIONOMM NW1 N A DISTANCE OF NOT LOW TURN 4' PNOM WALL PEDANT LOW NATURAL GAO . TELEPHONE JACK WTIR WATER! DISroNRcr E* M L22=Z 1OONIN DT I �1V TELENNON JACK LNO J O J- TO N NMFONED N ACCOPIVOINCS AS Nr I IamOR q. CtLNO PANLNWT IN CCOIOMNCE DIW 9014 MARKED AS NICK FOR pnnn 24. NCANDIICEa LOW 67w AW INCAUpgR LISM S1RS' eeeo 4w SrJLONC04r LIONT STRI• ROOD 1. OFr. SEOIMY 14YPAD • I'm, FlON•OUTKN FOR a*" we PORT • LOCATION OP TV JACKS 4 FW" OUTLETS A PANS TO N VIRNED • HOPEC U M FN•CONTRdCT10N MEETIIM • ALL B 4 70 AMP ERAFCN CIRCWTS TON AIIC FAULT PNOTOCTED PER E1.2071SCAL PIIOVMIO S CP In= rtu ®moo rTAIIv . NITC NOD OEU ITrcUOL x AMP DEDIOARED LAUNDRY CII UT. • OR • ISLAND rNC+T ON KRORN OISOUIT) • DRNINNRI! DNCONRCT TON LOCKOUT N FANb • EU.THROO1 IXWA UST PAN TO NAVE MN CAPACITY OF M CRT IfTRIMITTER PER ELECTINGAL FROVRIOIS OF SECTION Mw3 toot ATu Ee1TIO4 (20M) • LAUNDRY ROOM NU LL ULL BE OROUND FAULT CIRU7MT-NTEIEOIFTOR FRDIECTCN FOR FfIMONYL ON MOM • UNI NS METWO NULL N NO! METALLIC CAN-0 PW ELECTRIC.& FRDVMIONS OF FISCi ATY ND runs • ALL SCIEO TO COMPLY IITN `ECtNCAd. FROVISIOW o tIR FerAe ATu to r:rT1 • TE! a! LIOATTStl MIST RE OlRUIO� OIPICOINT T'M POR CEILING MTO. LIGHT TO BE INSTALLED, PROVIDE J•BOX FOR OPT. FAN ----------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4. 4 P-®• OO NN NJ>�iEOE� mww�"" O=E NN©®��© iii iii�E�B C�E.^7000OI�"U�©0 t�E©��IIIIIIIIIIIIIop©m DOD',--•.--.�ON>• mio�mNa tt>•��©©© Na mio���mlo 1=01W� oE��ooE�>. MEN IM ra^ 7r�:r. t'�EEr^� EQ7 EI �Nr•--r-2-f^.� SE EeeR �1IIENaEN>• iii oo'•© ���>• ��UIIEJ• E tE� Ri�RR E:ame-T�mi© m�z-n�<-�_=�>♦oNc� T� vn.J•��!.��rT� MEN=t;va ���E'�Il:1 t.�iL� �.y�Ti,T—TE)•Ot:i!♦ �OOOONl,J• II�EI:a El7�L Ea�_��� = 11111 0� 0 motif" [•wp'r'^i�l�'7' t;,tlSFmmF_ I I I I I �L I I ® I II II I I LED LIGHTING l ) C SINGLE LAV. `----- J 4MATH 12 LED LIGHTING ® DOUBLE LAV. OILNER 6A7H 150 AMP ELECTRICAL RISER NOT TO SCALE. OErRRAL NOTES A ELeCTRCAL "AMU" AND INSTALLATIONS & ALL ®rc a1rr20 11 LOCAL ODDE0.�� AN%NO ALL AL COMPIAW IOOOIONMmm IL ALL CO CKXMOM NULL N TYPE TNNW4" UNLESS NOTED OTFRIOISE. be N 7' COOWT OR I CQ'IW.TION SERVICE M DISCONNECT SIYTON AND EN74 M ELECTItlO METIN N I „ HIMA ME BTCLOSIM F/ ERIME s S 1-1wevm T TRIP OIVIOE INfR.11ff NnuoYSTQ'1 EOFDNO TERMINAL AT LOW VOLTAN CONNECTIONS 1 V Cu SERVICE Gnaw CONNECTED TO CONCRETE SACASSD POOTER SIM PM LLEG7IRGN- PROVISIONS OF Two iJ1Yi HS" DIA X • PT LOO COPPER CLAD SNMO ROD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX: 407.774.407E wwwAbdesWVoup.com AA B: 0003325 fal o_ I NEW } O Nil. swan►. as WID SILVERADO LOT #4 BLIC #18 PIlOJmCT 4 —04181 MOID21e 4EBB "1828—CALM" OARAOX >sWD90t RIGHT IIPAGZ-. ELECTRICAL PLAN 150 MPH EXP. B E J ROLAw A ABOU"CRA AR NO OV23 IIOI� DA M 12/03/19 SCAT.&. 1/4"=1'-0" s13!.1QST E1 I I I I I El 14'-8. r I I N � I I I ILp 0 v ----------— — — — — — — — — I I I I m I I I OO T51' II I II 1 I II n I1 — — 2' VnR Jr2' II II KITCWEN of IIll/ j AUTO �+T I X 12 ' 1 2 / � 1/2' — i ----- i O l cl I �I V2'21r1 v2' 2, ( 1 VJ' L-----JTUB ' I I 11 IOU AV I LAY 1 g•2,IR 1 LAY I 2' I 8' I I I II 3• 3 11/2- B1 2' } 2, WARNER 2 co 4 TO MAIN Fr I I PLUMBING RISER DIAGRAM El E PLUMBING PLAN SCALE, 1/4 . I'-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX:407-774.4078 www.abdeoWngmup.com L AA 11: 0003325 , B�gg� tl W W Q a a7 QQQ D O 1 a C 1 1 1 sysaiv. Loan SILVERADO LOT #4 BLK #18 P1t40dsCT - 4 181 MOORU 4EBB "1828-CALI" RIGHT PAOM PLUMBING PLAN 150 MPH EXP. B itnrr DATIM 12/03/19 scA* m 1/4'=1'-0" sign= P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 6149LL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICM6, PER I'TG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 614ALL I'SE CONSTRICTED OF A VALUE OF NO LEW THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLA68 FAD • MASTIC. AND INSTALLED AS PER MC 6TH EDITION (20M) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I61 CLASS 1 AIR DUCT AS PER NPPA WA 2-&1 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIM$Y OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FSC 6TH EDITION (20f1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFOW16 SHALL BE CONSTRUCTED IN ACCORDANCE TO FSC 6TH EDITION (2011) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING SATHTUB6, 6HOUERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 1, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/8MOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SMALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DPiRWRS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC CEILING PLENUM_____ AIR SUPPLY AIR HANDLER_ EVAP.TRAY—_ SCORIATED NICKEL BRONZE FL. PL. INSIDE CAULK LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PA66-THRI AIR GRILL NOTE ALL 14VAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAFCAWS WIT SIMPSON WS ROLL STRAP OR EQUAL EXTERIOR WALL rn AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB %XI 1/4' SAT. MTL. SCREWS SUCTION AND LIQUID REFRIGERANT LINES CONDENSER UNIT CONNECTION TO PAD EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE NOTE+ MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE OVER � PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LMEB t0 RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APRDVED DRAM, AS PER PDCR 6TH EDITION l2011) MECHANICAL BLDG. CODE SECTION 301ZA HVAC DRAINS FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 8240-K JOBAM 156000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYP I COUNTERSUNK CO. PLUG FIN. GRADE OR PAVING SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED zEXT. GROUND CLEAN -OUT (TYP ) NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE, V4 . I'-0' :m] 1441 N. RONALD REAOAN BLVD. LONGWOOD, F132780 PH: 407-774-0078 FAX: 407-7744078 www.abdesigngroup.com AA 0:0003325 J o 0 svaD:v. ae Lort SILVERADO LOT #4 BLK. #18 PROJmCT 4 - 48 MODMU 4EBB "1828-CALL" OARAOI! OWnM2 RIGHT PALM MECHANICAL PLAN 150 MPH EXP. B ARMTECT DE 2 2 T UXAD A. ABOU"CRA AR NO 64723 pitINT DATM 12/03/19 SCALM 1/4'=1'-0" 82MC QT M1 2X4 TOP PLATE MR Y � PNE-PAS TRUSS La. CL.G. BOARD 1/2- DRYIIALL F • F SECURE ST. — PLATE TO SLAG W/ Wd MASONRY NAIL a 32' Or — MAX FIN. PLR 2X4 U1000 STUDS e24. oc. TIONS SUPPORTING HUNG PLUMBING 2ES AND WALL LETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. a)TYP. INT. WALL (NON-BRG.) D9 SCALE. 3/4'•I'-0' FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R506.1.1 ON a- OAD. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EOGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND. CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W,-m. TYP. ON. a/8' GYPSUM Ef OR In' NIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM . SOLID GROUT W/ (I)- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM pj SCALE:3/4'■1'-0' r CODE FORMS R-VALUES STRUCTURAL ---R-4.1 INSULATION — WINDOW ATTACHMENT A8 PER MANUFACTURES r : SPECIFICATIONS i r REFERENCE STRUCTURAL Ix2 P.T. PURRNG — STRPS a 24' Or- a, CMU 1/2'GYP. UL. BD: WOOD BASE — O'•0' FIN. FLRj _ <. a. ,a n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER B0 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.0 ON 0.6a. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -LNG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR n ' �TYP. WALL SECTION NO OPENING NOTE: PER SECTION 900.1.1 - FOR ROOF 4 1-STORY HIP BLOCK WALL (-2)OLAYERIUNDERL-YMENT SYSTEM SCALE, VW-P-o' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 110151 UAL aoa rawer Lrt tm B GAS LINE THRU BLACK eeua. tnr.s FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION mmul ON Ik OAD. SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE i,_m. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS vam"CAL TRAM BY MAP. A"TEN D W "&*CK ONACK n a MaDuer APPROVAL IN& a GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' 2x BLOCKNS BETUEEN TRUSSES PER STRUCTURAL DETAILS —\ 8TIFFBACK AT ALL UPRKsH' PER STRUCTURAL DETAILS P'RE-ENG UC.TRUSB CONT. Tx RAT RUN SECURED PER—/ STRUCTURAL DETAILS EE J/ SENERGY CODE FORS FOR INSULATION It -VALUES PER ELEVATION \ "a. GYPSUM BOARD OR 1/2' Hri;H STRENGTH MG. BOARD IR' THICK 2 COAT—J-� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FL� < ..a, cru n W/ WINDOW OPENING e. R-4.1 INSULATION UNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 60 P.T. FURRNG STRIPS • 24' OG. 1/2, GYP. WL. So. WOOD BABE FIBERGLASS SHINGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON l' O.Sm. SHEATHNG OR k CDX PLYWOOD SECURED PER ®. FASTENER SCHEDULE Typ, MTL. DRIP EDGE O.H. 2x FASCA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS UEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-O' FIN. FLR n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL .� SCALE. 3/4'0.0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774407E FAX: 407-7744078 www.abdeaWngroup.com AA 0: 0003325 q e pre al 0 4 � numm as LOT: SILVERADO LOT #4 BLK. #18 PROJ=T MODRU — 4 181 4EBB "1828-CALL" GARAOX sWnM: RIGHT PALM: DETAILS %150 MPH EXP. B pnDm .9 DATIM 12/03/19 *CALM 1/4"=1'-0" 82121W 1611. D1 it MN TO LJ��■�m�Y��wl� 8i FA ta4ON FLAT TO ILK 8V OI)T NAILS, SIDE& 7X6 GARAGE DOOR SUCK W/ (5) ® )rXS' A -DOLTS 4' !11HIC Nt MN YV 2'W W44NIER AND KIT SPACED EVOLY FROM FLOOR TO GARAGE DOOR HCtt N JOINTS PRIOR TO FILLINS. 1-2XS PT BLO• CENTER OF ® CK DOOR HEADER 111KI)V) S' J-DOLTS 4' EMOEDMENT W 2'W')4' WASFIR AND MIT. ALL ANCN014S SHALL INN AdCOMANCE TO MAMPACIYIER'S INSTALLATION IISTOXTIONS 04:11011 GARAGE DOOR 7 BUCK ATTACHMENT W.Mw CMU DRYWALL 4' OR I'X2' P.T. NAILER SECURE TFBIJ Fi¢AJ-E t EXTEND 1 A' INTO BLOCK W/ I)(4. TAPCONS MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I•Ys' WITHIN 8' OF EACH END 4 W O.C. MAX SPACING \` DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 A + [ +5 A SCALE, KTA. 2X4, m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE .14E MN HEAD SIZE 300 MIN EMBEDMENT I V) WITHIN W OP EACH END 4 IS' OC. MAX SPAC-G. 2X6.mo SECURE TO OLQrKW/2- ' TAPCONS(M6L C SIZE .14b MIN. HEAD SId)400 MIN EMBEDMENT 1 Yi ) WITHIN VOF EACH END 4 8' CM EY OC. MAX SPACING. V DRYWALL 2)(p,m 11 1'X4' OR MO- P.T. NAILER SECURE !J O BLOCK W-INs' (MIN. SHANK Slip J45 MIN HEAD SIZE 3M DOOR JAMB OR WINDOW MIN EMBEDMENT 11#9 TTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. IS' OC. MAX 6PACINCs. 2X4= SECURE TO BLOCK UY Va' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITH- 6' OF ACTH END 4 E W Off' M' �'� NOTE, STRUCTURAL 2X 2X6= MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. I V (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE .900 . CMU MIN. EMBEDMENT I Yi)I • DRYWALL WITHIN 8' OF EACH END 18' OC. MAX SPACING.'X4' OR P)a' P.T. NAILER 2X!SEA�STO BLOCK W/2)W OSD. X 4' MR (MIN. SHANK SIZE .146DOOR CASING MIN. HEAD SIZE 900DOOR JAMB OR WINDOWMIN EMBEDMENT 14)ATTACH TO 2X PERWITHIN 8. OF EACH ENDMANUFACTURES DETAILS. IS' 04. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15/18" DOLT TO BLOCK +1-18/ 8" C SCALE, NTA 2X4,m SECURE TO BLOCK W/ V TAPCONS MIN SHANK SIZE J48 MIN. HEAD SIZE 3M MIN. EMBEDMENT I Yv) WITHIN 8' O= EACH END 4 NOTE, STRUCTURAL 2X 16' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64:t SECURED THROUGH SECURE TO BLOCK W/7-I)(a' NON-STRUCTURAL OW TAPCONS TAPCON MIN 1 Y1 (MIN SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE "0 MIN EMBEDMENT I A,) 8. cm 6' OF EACH END 4 1S• DRYWALL ib' OC MAX SPACING ❑ I'X4' OR I'X2' P.T. NAILER 2X84ssn SECURE TO BLOCK W/2-V OORCASING TAPCONB (MIN SHANK SIZE J45 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi)--ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 16' Cr- MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Yi) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB 70BLOCK +1-1/2 DOOR JAMB TO BLOCK +2 1/4' DO1/ TO BLOCK +i-1/2" rnll. DOM TO BLACK +2 1/4, 2X4= SECURE TO BLOCK W/ Ilis' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITH- 6' EACH END t NOTE: STRUCTURAL 2x IB• OC. MAX X SPAC84G. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK WR-i(r'TAPCON NON-W. MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Yi) DRYWALL WITHIN 6. OF EACH END 4 OR i'X2• P.T. NAILER 10' O.G. MAX 6PACINCs. 2Xbm SECURE6TO BLOCK Wn-V&' �.XW TAPCON CASING (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 A MIN EMBEDMENT I XV) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER US• O.C. MAX SPAC-G. MANIFACTUREB DETAILS. ,101E »,»,m,o 101Y...Y..tOO Nor OIG4Am A') DOOR JAMB TO BLOCK +3" E SCALE, NT . 2X4= SECURE TO BLOCK W/ V TAPCONS (MN. SHANK SIZE J49 MIN HEAD SIZE 300 MIN EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18. OC. MAX 6PAC84G. MUST BE ON OUTSIDE 4 2X0m SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL V T,APCONS(MN. SHANK SIZE TAPCON MIN. I-)'' .145 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 8• CMu IB• OC. MAX BPACMG. )f• DRYWALL ❑ VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK UUR-Ilb' SECURE 2ND 2X SECURE TO TAPGONB(M-. SWANK SIZE STRUCTURAL MEMBER µy 1102)I'Jd WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 6. OC. MAX MIN EMBEDMENT 149 "--DOOR CASING WITHN S' OF EACH END 4 DOOR JAMB OR WINDOW IS' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMES JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3" FI TO BLOCK + 2X4m SECURE TO BLOCKW114 TAPCONS(MM. SHANK SIZE 145 MIN. HEAD SIZE 3" MEd. EMBEDMENT 1 Yi) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST BE ON OUTSIDE 4 IS• O.C. MAX SPACING. SECURED THROUGH 2X6.® NON-STRUCTURAL INs' SECURE TO BLOCK W/1-1/4' tAPCON MN. i-Yi TAPCONS(MIN SHANK SIZE EMBEDMENT INTO BLOCK, 145 MIN, HEAD SIZE 300 . CZMU MK EMBEDMENT1Yi) •DRYWALL WITHIN 8' OF EACH END t IS' O.G. MAX SPACING,4-MAiNUIPACTURIES iX4' OR I'X2' P.T. NAILER 2XDs SECURE TO BLOCK WA•7(• 0". X 4- MIN,TAPCONS(MIN. 8HMK SIZE.145DOOR CASINGMR HEAD SIZEMR EMBEDMENT IYi)OOR JAMB OR WINDOW WITHIN S' OF EACH END TTACH TO 2X PER IS' OC. MAX 6PACSUG. DETAILS. .tll�, 4M1 »N®C f0lWa1.1M�lOONOf ORim�Y DOOR JAMB TO BLOCK +3-Y/18" W B +3-T 8" G 6CALE, Nr . 2X4= SECURE TO BLOCK WA4 TAPCONS MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MSL EMBEDMENT I Yi) WITHVOF EACH END 4 NOTE, STRUCTURAL 2X I6. O.G. MAX SPAC-Cs. MUST BE ON OUTSIDE 4 2xo,® SECURED THROUGH SECURE TO BLOCK 01-1/4'NON-STRUCTURAL Ills TAPCONS TAPCON MIN. I-Yi (MIR SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' cm WITHIN 8' OF EACH END 4 )$' DRYWALL VIV OC. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/I-W4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTAC 4 TO 2X PER 18' OC. MAX SPAGSICs. MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV ) DOOR JAMB TO BLACK +3 3/4" n RINDOK 10 BLACK +3 3/4' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-7744078 www.abdss*gmup.com AAN:0003325 E flj2y O UliJ3DIV. Ie LOT! SILVERAD0 LOT #4 BLK #18 PROJIDCT4128.001-04181 11[oDull, 4EBB "1828—CALF" GARAGZ ■TIMCH RIGHT PAC; DETAILS 150 MPH EXP. B A ABOUC AM AR NO 93723 D 12/03/19 scAIM 1/4-=1'-0" s:saw D2 PIE�OIO'ED CONTROL JOINT R.NISE OF OONiROL JOINT& T M UP= TIED TO LAIN • W 0C. MAX (VERTJ. wam. DO NOT PASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXOEFT STAPLES, V MAY M 1611110, TO CONTROL JONT TEMP. OISINS INSTALLATION ------ FASTENERS TO DC SPA�D—r • �' OL. MAX VERTICALLY / ") COAT CEMENT WM LAYER 7. MO"UM MLL.ONS PAPER APPROVED METAL LATH FASTENED •T' (VERTJ= MAX AT SUPPORTS WRB LAYER ti STUCCO WRAP WOW "ATMM \ :,x LA' N SMALL Nor AAt%all- W CONTSAIOUS .• TO.' tv. THROW" CONTROL JOINS BUT SHALL eE sroPPRro AMD TIED AT EAtil SIDE. PROVIDE 2X4 BLt2CKNS PER bTH CUeSS PLACED RAT MAX. S' TO &' T'E� \ FROM CONTROL JOINT WNW / CONTROL JOINT FALLS ON t \\ t PA&MMM I= LATH TO EE NAILS 0 I / SiRX'T' URaL STUD STAPLES N C 1HPLIANCE UV AS1H CID&S 2. WIRE TIES TO M (NO. B) 0041&' WNW / & SLOCKM SHOWN MAY M N ADDS \ TO WALL STIRS REQUIRED FEW PLAN / o OL/OLD RBNRD. R.A R.A L CPNLMO . PL B L OEAM . Pf. C ® LIa.DRSWO.R.A L CTE.a.. Pr. e L OIiBASR . I".O A. FOLD Pr. C ONR Pr. a 11111.1, tom. C TOUCH* BOTTOM TLMMLL re ram` e BOTTOM ~~NIS aMTBR itlNT MAL ►OLD. 2111 I=ca. M" BUILDNS WRAP SNLLL M LAPPED A MNI'IUM OF S' • VERTICAL LAPS (ROLL ENDS) a V • NORMOIRAL LAPS. ALL 69" NEED TO M TAPED NINTH FORTE6R SIEATHN6 TAPE // rIVL LAP.rtl:ru unt \\ LATH VERTICAL LAP TO M P ... , — — -1 I METAL LATH I WRB "Yam al STUCCO WRAP WRB LAYER 9, FORTA9BSR / �BWLDfto PAPER JI ro'TAPER LAP SCAN.Er I Ia•.r-o• ® KICKOUT DETAIL ~'tiv � I M■ � � I "MR TOW MAIL (See OR IOLDWR m.ler arr IS BOol1CDFa NISIBSGMq I. MLAM Y La• oN ALL LAP Nam, SIDE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO PRAMM PLUM ILWA THEY SHALL M TIED WTWM SIPPORIM WITH 00415-IK (121-MM) OW AT NTElVALS NOT MOTE THAN &' (22&-FM). AS PER ASTM CIOISS lix FOR REPAIR OF TEARS N I LAYERS, TEAM MAY M PATCHED WA40LW WRM TAPE PER maw ePEC. OR PEEL a STICK WOOD &TUC SHEATHNb BUILDING - PAPER STUCCO — "THICK D COAT CEMENT PLASTER METAL LATH WM LAYER 9. PORTFIBER BUILOM PAPER LLRB LAYER'S. STUCCO l2tAP . uTw WOOD SHEATHING OR CMU WRB LAYER $1, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFmlAl I SCREED Z S'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. Y• APPROVED NOUSE WRAP. R.ASHMID TO Ef(TEID ONTO FMFB I' OR PPE PENETRATIRATS ON OUT AND OVERLAP ONE SIDE OF SELF-ADI-MM MEI'IDitOM PLASHN6 STEP 01 INSTALL FASTENERS (CLIPS. STRAPS. STAPLES) AS — REOUIRED TO SECURE PPE) WM TO FRAMINS N.T.S. 6�� 6*.&* SW-ADFIRSIS I'1B'ERAI!E RASNNS (COMPATIELE W) MOUSE gR,AI• MATERIAL) R OVE4`,aV W° S-ADWMOO MEMERA/E PL.ASNNS OVER APPROVED wo palm N0116{ WRAP. Wall LATER %POWPOM SULLJ>Pa4 PAPER METAL LATH &w' SELF-ADW MK M NISM. E iLASMNS OVER 4w SELF-ADMRM MEMBRANE! PL.ASFINS OVER APPROVED MOUSE a~. 15 4'x4' SELP-APWBPt 9 ME•eIt" PLASM MS OVER APPROVED mom ~. W CONT. BEAD OF SEALANT INSTALL APPROVED MOUSETRAP AIR INFILTRATION BANTER OVER S OATHND ELADTOMNC C9ATM OVER STUCCO) C.V. MNBM (SEE TYP IUALL SECTION) SECTION ==,mw. Exterlor use of partlydcemrdplarr shell comply with Meppiwkn rsgWmmerM of ASTM C 929-12A. Installe9m of exlerW Isfirprd/rmng shell comply with ASTM C 1063-12A LEGEND OF DRAINAGE PLANE (WR5 LAYER "1, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER------- — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-54-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 L1rvvw.abAssiBnaroup com AA M: 0003325 e tq • akillol tv E 3 8 3 i 0UC aysD><v aI: LOT: SILVERADO LOT #4 BLK. #18 PROJRCT 04128.001-04181 MODXU 4EBB "1828—CALI" GARAGZ a•►D10: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B MrMV A MXXX PA I L AR NO 9070 J rpan"DA 3/1 12/09 aCAM 1/4"a-f-0" at;<asT WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING NR!"111PRA►! FLASHING OVER TOP, SIDE(B) AND BOTTOM PLAJNWO OF NON -MOVABLE FRAME OF THE EXHAUST. SEOIIENGE OF PLA814M TO BE: L BOTTOM. 2. BIDE& 8. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL 61DE& )4 CAULKING 0 JOINT PER SECTION RM.7 ExhOw IIMtina vul Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. UAFB LAYER 01, ., v.. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER 12, PORTIFIBER BUILDING PAPER WOOD SHEATHMG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) LURE LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—X—X—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENTVENT(BLOCK) BUILDING PAPER - OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANLF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO 7---_1 VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I- "' c"— R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES r0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSELLRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHIM APPROVED WOUSEUIRAP BELOW CUT SUCH TNA NO MEMBRANE ENTERS BOX APPLY TO FA( EDGE APPLY E-Z BE OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD CONBTpICTION S' CM WOOD SHEATHING WRS LAYER 1, STUCCO WRAP UM LAYER '4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOW STRICTU64L MEMBER • 1. OL. MAX 16, To Jr mdij" ADHBSNE FLASHNO, CLEAN MASONRY lEFORB APPI.YNS V FV#lW • MABONRT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8. IURB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING!;: MEMBRANE FLASHING APPLY SELP-ADHERING MEMBRANE FLASHNG OVER BOX AND OVER APPROVED UM LAYER n STEP *1 STEP *2 UIRB LAYER 91, T 8 UGGO WRAP APPLY d' MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP *3 ® IEEMBRANE FLASHING �- WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP '04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP *& OELECTRICAL RECEPTACLE 1441 N. RONALD REAOMI BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 wwwAbdesWWoupoom AA I: 0003325 i p 7 oil F RADO #4 #18 1-04181 BB CALI" 8%SFG:HT WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' 1, CORNER BEAD (FASTENER 4 SPACING CMu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD 0 BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.abdes4pWoup.com AA M: 0003325 8 All Q �co SILVERADO LOT #4 BLK #18 PMDMWT/ 04128.002-04181 MDDZKII 4EBB "1828—CALI" 0AltA0L' sMINO: RIGHT IPACE: WALL ASSEMBLY DETAILS 50 MPH EXP. B ARCwTECr: LONDA] C C A au► AR No •0M3 n � 12/03/19 sCALIk 1/4"=1'-0" s!l14sT WA3 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �� WOO 86EATHM6 UMA�M� RRE616TNE WEATRIM PM"TNE ` \\ ,4psAmtm 60MG RAM GELP-ADWNG '� I a'U PLAGM6 YEATMM REMMON GAMIER GTAAttER orw `\ \\REATHEltBANNER RM6TNE \ •lL• ULF--N%IRMG � / 'u130D`TI "MA M@'ID�ER \� OR AITROVEED K6EALLAANT CASM SIDING TO STUCCO ® BLOCK TO FRAME g TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwsbtleatgngroup.com AA0:0003326 O W. tl y D smmly ae LOT: SILVERADO LOT #4 BLK. #18 P1lOJECT 428.0-4 acoaEr� 4EBB "1828-CALI" GARAGE 8VDMt RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r 12/03/19T 1/4"=V-0"r A.4 2x6 SUB-BANb W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK DRIP EDGE �1 I` 1/0' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED FINISH • CMU METAL FASCIA \� WRAP Ifs' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY \ \ \\ 1 ®ELEVATION ®PLAN A VS' TEMIJRED FINISH • UJOW, V2' TEXTURED FINISH GMU x METAL LATH x x x x x x x x METAL FA6G4 WRAP URPOD "ATHING x x x x x x i WRB LAYER'(, x x x x x x SRO WRAP(FRAME aLY� x x x x x x x x x x x x — UAQB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILOM4 PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 SUD SAND � �� CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP ECGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x - (REFERENCE POINT Q3 ©PL AN E ONLY • FOR WALL OFF x _ .. .. SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL :lNOT INTO STUCCO) 11/5' TEXTURED FINISH w WOOD, 1/2' TEXTURED FINISH • CMU 2x& SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O* SCABBED TO TRUSS W/126 NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/114'x4' NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x x x x x xSt+:. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x . x x x x x x x x x x x . x x x x x x x x x x x x x x x x x x x x- x x x x x x x x - .. .. .. .. . x x x x x x x/ SUB BAND DETAIL ® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' 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 OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 2A41 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdnWigroup.com AA N: 0003325 Q i 0 a mm OulwiN. 41e x10 SILVERADO LOT #4 BLK #18 Pnoj=T# 4128. 0 — 4 1 wOD=Ls 4EBB "1828—CALJ" GA .AOZ OWWO: RIGHT PAC c: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B WA" 28'-W 9'-F 9'-8" 15'-10" 3'4" ' — — 14M-12X12 — — — 1 — — 7M-12X18 — — — — — I'7 4" CONC. SLAB ILL a Ow J a �3 12 1'-0" LF-24X24 l I 10'-0" 10 1. 1 r 1 FM-12X18 XTEND 1, I I SLAB 1 112" I I . I IO I I' SLAB I I I. I I IX I. ILL I •I I I I I' I 1 4" PVC J%CHASE I _ TEi — I •I *5 12 J TD I LLI . I -EXTE SLABID 1/2" 2 14" CONC. �I m FM-12X18 I SLAB awl cxi 1• I Oa I�-312 N I LLI 3-0b ILL I ---- 2 4 712 .1 5Q I L FM-12X18 _ J MC-12X18 FM-12X18 FMC-12X18 4 4 21'-4" 14'-0" 4'1" 39'$" FOUNDATION PLAN SCALE: 1l4" = Vl` 4" CONC. SLAB SLAB i 3-F a FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44", 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 ill" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. % SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.3NDICATED 0 BAR, GNDICATES #6 BAR, SDICATES #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", #8 =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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.53043lASCE 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" OIC MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 8x8 W 1..VV I A OVER GENERAL 3 1/2" 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. SH�RT LONG TE-1 8" SE PLAN 10" a p-0" FM-12x12 12" CONTINUOUS 12' (2) #5's + 0' " FM-12x18 12" CONTINUOUS 18" 2 #5's (+ 0'-0" FM-18x18 18" CONTINUOUS 18" FMC-1208 12" CONTINUOUS 18" F-24x24 24" 24' 1 a s - 0^�• i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.6078 FAX: 407-7744078 wwwAbdoeW.group com AA #: 0003325 g oil O 1 itnoviv. ae 1.01D SILVERADO LOT #4 BIK #18 0"4 .;w= -04 8 MOD= 4EBB "1828-CALI" OARAOs 8 WINC : RIGHT PAOS: FOUNDATION PLAN 150 MPH EXP. B ill L Dw12/03/19 =.%=:1/4"=1'-0" Blue" si 30" MIN. EACH WAY MONOLITHIC FOOTING .ar '!v ? STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED c — ° !• d .. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS � � O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENT � v GARAGE DOOR ��FM I RECESS N Q v N i 8' CMU WALL O 8' CMU WALL CORNER BARS, SAME SIZE AS BAR lI ,Kill WO 20 c i " �'.I IN FOUNDATION WITH 30" LEG EACH ILU+-0+ WAY AT ALL CHANGES IN DIRECTIONSyTOP TOP OFS'AS OFSLAB ..° SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB • • I1{lam W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 'CHAMFER (1STOR1) #3 18" O-STORY) EXT. PORCH SLAB !-, VARIES �.•I '' TOP OFTOP OF GCE • SEE SLAB SCHEDULE ( -STORY) I 4' CHAMFER 1 ,I� °' a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE iv MASONRY UNITS SET 7;p. AT ELEV: 0'•0' ^ 6" CHAMFER W/ 1/2" ISOLATION `•I'. '° JOINT (WHERE i i� APPLICABLE) i #4 24" SEE SCHEDULE 30' JOINT (WHERE ( ) "` T== 6" CHAMFER (2-STORY) e C EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #6 36' APPLICABLE) i FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 U2 SCALE: R BARS DETAIL DOOR OPENING SCALE:34'=1'-0 @ GARAGE 09� 4 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' _71 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 BTU VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LI.1 ,Oa I WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED o vj NEW REINF. BAR 5 No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O SECURED W/ 2- PART SPACING. SINGLE BTU PLATE 1/2'zB' WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. WIFLANGE ®BASE K I EPDXY. MIN. EMBED D. TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO � 8', UNO Q TE PLATE EPDXY 5-112" EMBED. MIN. 18' OC SLAB W/tOd MASONRY 4 O FOLLOW ALL MANF. USP SPTH4 OR SPTHB BTM MAX. NAIL 16" O/C STAGGERED. SPECIFICATIONS FOR rn � AND TOP PLATE ANCHORS W/ S m USE AND 10d z 1 1/2' COMMON NAILS CONNADD ECTORS NOT T SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4' H PREPARATION OF O HOLE. FILL ALL HOLES, DO NOT USE N REQUIRED REQUIRED WHEN NO WHEN UPLIFT IS PRESENT. TAPCONS W 0: 10d x Y W SLAB SCHEDULE SEE SLABSCHEDULE Q ,QQ- [SEE TOP OF SLAB . , •� TOP OF SLAB 4" CHAMFER (I -STORY) • 4 -STOR1) 6' CHAMFER (2_ : e: a s.�. . EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL &MM02NOLITHIC SCALE:34'=1'-0 (NO UPLIFT) SCALE:3/4'=1'-0" SCALE:3/4'=l'-0' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48„ AND NAIL Wl 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z g WALL W/ SYP No 2 STUDS SEE _ PLANS FOR SPACING. SINGLE p BTM. PLATE TO BE PT. SECURE BT. PLATE TO t PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q w i6' O/C STAGGERED. m U ADDITIONAL METAL a CONNECTORS NOT REQUIRED WHEN NO W W 8' CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) Vie., 8" CMU FILLED CELL (TYP.) ' ' TOP OF SLAB SEE SLAB SCHEDULE I• 2X WALL FRAMING , SEE SLAB SCHEDULE 112" DIA. USP 725OSD BOLTS 5" TOP OF SLAB'A• i is ? ♦ "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND `ro CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX -� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .,'r'=' FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34"=1'-0 (NO UPLIFT) 10 SCALE:34"=1'-0 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-7744078 FAX: 407-774-4078 www.abdes4ogmupcom L AA R:0003325 A IIIK ID O g susD:v ae 1,A'h SILVERADO LOT #4 BLK #18 P41J8! CT - 4 1 movalu 4EBB "1828—CALI" GA:eAaa W WD90: RIGHT PAOL': DETAILS 150 MPH EXP. B ROLNO a ABOUC AM L_ AR No 0072$ J DATM i2/03/1e *CA=s 1/4'=l'-0" smm= S1.1A DOWEL PLAN SCALE: 1l4" = V-0' 1441 N. RONALD REAOAN BLVD. LONOWOOD, FL 92750 PH: 407-7746078 FAX: 407-774.4078 www.abdeoWngroup.com AA is 0008825 8 Q a 0 fi BUMM ae roan SILVERADO LOT #4 BLK #18 P"T 4128.00 - 4 8 MODZI : 4EBB "1828-CALI" OAriAOZ SWIM. RIGHT PACE: DOWEL PLAN 150 MPH EXP. B WATE OF JE 1#AMBOMU"WACMS MNO 9870 D TM 12/03/19 8CALM: 1/4'=1'-0" snzm s1.2 TIE VERTICALD REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTEBOND BEAM -_i, VARIES PER ELEV. Z d iv wk- CLEAN OUT REQUIRED 0 FOR INSPECTION :. 1 ' TIET/ERTICAL REBAR .. .. '•a .: a • TO HORIZONTAL REBAR W/ 10" HOOK 1- BAR SIZE 148 BAR DIA Z 0� #3 1w g #4 24" O M U #8 30" #8 36" HORIZONTALNE RTICAL #7 4Y %,� REINFORCING EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 8" PVC CHASE — THRU FOOTING g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q O SPACING REQUIREMENTS �W U_ 0 Z 8CMU WALL SEE SLAB SCHEDULE —4' CHAMFER (1STOR1) 8" CHAMFER (2STOR1) tf�MATCH Z STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY ZW Lu BAR SIZE 48 BAR DIA f > #3 18" ou #4 24" #5 1 30, PVC CHASE THRU FOOTING 4 SCALE:3/4"=1'-0" 4G REINFORCEMENT PER SCHEDULE #8 BARS a ; .. 8" " all CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 078 FAX:407-774.4078 www.ebdaftWo4p.com AA #: 0003325 Y u Q Q A d avaD:v �e ' SILVERADO LOT #4 BLK #18 l�Ji�QT 04128,001-04181 MODEL1 4EBB "1828-CALL" OA1tA0a 8WUfM RIGHT !AOffi: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x i 1Y1" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8' LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE, BEAM SCHEDULE INDICATES OPENING BELOW / T.O.S. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA = TOP OFARCH I T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ql) ZE NPxxH REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1 #8 1 GROUTED SOLID 'CAST-CRETEN SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 9'PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `IaB�M16 SAFE LOAD - POUNDS PER LINEAR FOOT 41aFGMIM SAFE LL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH MJI eRO ot� Ft� �� mt'M PJIr IPef4e TYPE LENGTH BUB RCA1U TYPE LENGTH OMIT esar *12-a eruar ~T 41'M4!T 4PM4T wear 4P1FTf e>'xar 4w4T MM[T IIi weer Y4" (49') PRECAST Tut Y4• (4r) PMOW 1005 1024 1IM Y4• M PR@CABT r Mn 4M 1m Mn >». 4m am 4s4 m 4w ow aM ,�, 4-0' N69 PIECABT 11M fV (4" PREGI6T 7A 7A 1309 No (4B') POWA@T tw aM arse sM 40M e2M Mao MM 2eM MM MM 4eM een Ms 4'-V (54•) PRECAia 1111 N4' i4') PRECAST 5B2 5Bt tD7a 4'4' pRECABT rnr sM aoT sss 4w art 10 sM 210 3M 4w 4T1 WS @4' (Mi PRWABT 7217 @4• la'1 FRECJIBT 411 471 745 8�' lM') FAECA@I 70N t we an ew MM 4m MM Im nu 21M aee sM 4w @-10' (70•) PRECAW 1052 @-10• (70') PRECAST 3W 336 616 FAIT CM PRECAST 1 M 41m w Ma m esa we 4M1 @ p (m) PRECW SOB @4' M PREb16T W 721 Mo @4• Un PASCAST tl1 w I" ,Me me aM sm 2TM rd lB0') PRECAST 7p r4' M PRIR:116T 4M 534 3A T'4' (55') PRECAST low mw Naha mT m MM ,m of 24r m @-r (1127 PRECAST B4' (11r) PRWABT 32B 5u no @d' mr) PMBOW M1 aM w /w ,w wo am Ime (128) PRECMT 47a t@4• q2" PRE W 2M 401 160 t@4• (12n PNOW w m w , w w tw ,m ,w m I 11'-C 03n PRECAST 8@1 1t4• (,33� WiECABT 230 m 1M 1,'4' om mama « m 1M 4s m Ma ,w M o. 17-W (WI PRBCMT 327 u14' (744') PRECAST M4 402 IN 1lV' (1M PRLGBT « 4" mm w 11 « w w MM , ,M I" (1W) PRWABT 210 134' (18" PRECAST 217 3M 110 1Yi• (ion PRECAST 411 w w ss M. , "a 4M 4M w „M M1 I" (1BB•) PRECAST sro 14%W (18y PNMW 205 m 100 W4' (1W) PRECAST m w w 72s w 1 4M 717 1 W4• (Im PRAIRFam NA ,4%r (176•) PR WMW NA 264 61 Wa• (1767 PRt w w m w w w w w w , m 1a ,@-e t+M') PtIA711A8® NA ,34• (ter► PRA7REBI® NA 2A A I" (7B1") PI�7RL65® m w m w w w w w w , eN 11. ,r-4• (Yon PRAM NA 17'4• On PRBII� NA 1M 84 lr-r pee•) PRAT w w 4M ea w 1111 I" Mn PRAM KFt 1@i' par► PRATRe,AA NA 14e ffi 1@-P p32•) PRATMee® 1M 1s w w w 4M 4n w e1r M1 w 1 214' pA') 1'RAIAEBBED N,0. 2,4• on PRE31R621EO NA 125 42 21W per) MIPIRAI® ,M 4M m2Y4• w w,M X" PRAIRAe® NA 22.0' pe47 PRATE NA 11B 40 22'4• RM•) P m MAMW w w =inm w 4M w 4M w w24'4' m" PRAIRI m NA srr per) PRE NA e1 m W4' per► PRAIREM® /a w m WIN - -- to — ss -- - r ---- 4M - m - - ,ea - -- _- tta (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. •ALLVALUESTAN:N F140M 91 X LOAD TAKW BY CA@IGREM NAY 2015 EDITION -PRECAST PRODI I6 BYOTHIM 70 MEETOR E1MW VALUES STA70ADM -ALLPRECABTPRODIICTB ARETOWNWAL IDPERMANII:AOlU1MIBBPBGFICATIOW-PRO"eNRM4.OF BEAMS PART 61CN SM OFWJDOW OPBNBa PRO DUCT CONTROL NOTICE OF ACCEPTANCE F.E.C,P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE #: 18-012803 ©!�®�®mom 0000000 oo�omom 01�6�71L�C..-70fi' ODm000m ©m0000v mOm�00� ©0©OBFi7©0 �ms�0000 ODOCG'"1L-^^4i"9Q1 ��DOOs�61� m©006£.7©D OO�ODBaBT"•, oos�oo�-ca oos�voo© os�s�s�ooB� oos�©000 doom©oo 0000��0 0©00��70 0000s:::�e�v s��00�00 ©s©©©as©sue 0000000 r.�s©sasas,:.�s©o m000000 �s�oor�s©sue 0s�.7000DO ©©©011C711C.�© UNO. PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'A", UNO. 8F8- r— — — — — - L — — — — — J 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 �1 '1 A :1 '1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s � .......... .......... . ......... ------------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONOWOOD,FL32T60 PH: 407-7748078 FAX: 407.7744078 ' www.abdeMlgnonup.com AA B: 0003325 I fill 0 b Q SU'saIV. a IiOT. SILVERADO LOT #4 BLK #18 r�J>xs 04181 uoasl.l 4EBB "1828-CALI" dAPAlOE s/rII'iOs RIGHT PAO>c: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B C �2 Dw� 12/09/19 s>;aar s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-U' IT IS THIS ENGINEER'S INTENT THAT XFXX - 1 T/1 WOB INDICATES A DOUBLE BOND BEAM AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE CAST '3 1N` a WINDOW SILL Z a SLOPE PLACE STEEL REINFORCING (1-2)AS DEPICTED HEREIN, NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 95 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. F� F=FILLEDW/GROUT U = UNFILLED OMINAL # OF #5'S, IN 2ND BOND ODTH BEAM COURSE 16-1 `T/1 M/ B NOMINAL —� HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:1 111_17" TYP. 85B" ;'I BOND BEAM TYP. 85116" BOND BEAM 8X76 DBL. BOND TOP OF �. BEAM W/ (1)#6 BAR BOND EACH COURSE 8X8 BOND BEAM T WI (1) #5 BAR .1�. BOND BEAM T GROUT SOLID FROM -#TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8z8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" BEAM DESIGNATION OR n 8X8 PRE -CAST CONCRETE L SCALE: 3/4'-l'-0' LINTEL, W/O STEEL (L1)REFER TO PLAN FOR LOCATIONS B Tn. PRECAST HEADER(MIN) 2X4 (MIN 2 X 3)1.3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4' EMBEDMENT 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4') 8' FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2.12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' L- SINGLE 45 CORNER BAR. 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL t BOND.BEAM PRATOVEACH SIDEIDE #5 BAR STEEL REINF. OF — OF ELEVATION BOND. BEAM CHANCE CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3l4"=1=0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdsalg Woup.com AA #: 0003325 Q Q 4 aysDiv a# Low SILVERADO LOT #4 BLK #18 P�aaocs 04128,001-04181 MODEMA 4EBB "1828-CALL" OARAOE awirro: RIGHT PAOE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 110 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1 Od x i 1l2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (,V} 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER G 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 U-0". FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUN MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosWiVoup•com AA M: 0003325 ',till O all a aumly as LOP SILVERADO LOT #4 BLK #18 PR J=T - 4 181 moas: 4EBB "1828-CALI" GAINAGO OWING: RIGHT PAGIQ: FRAMING PLAN 150 MPH EXP. B DwTO 12/03/19 OCAM 1/4"=1'-0" aknow s3 PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1@" DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH , ya 1. STRENGTH EPDXY B' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 120's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 10crs@ EACH TRUSS TO BE INSTALLED G 101-0-O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS CMU WALL 8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-7744078 www.abdeoWngroup.00m AA M: 0003325 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-7744078 www.abdeoWngroup.00m AA M: 0003325 all sunoxv. at LOW SILVERADO LOT #4 BLK #18 04�'T - 0 4 18 1 movZu 4EBB "1828-CALI" GARAGE OWDM: RIGHT PACE: DETAILS 150 MPH EXP. B DA M 12/03/19 SCALE': 1/4"=1'-0" sIILST S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP OIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0; EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(OIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO 30'-0" (1)'X" BRACE 30'-1- TO 50'-0 (3)'X' BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE 0 CENTER r2x (2)'X- BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'AX HIGH (AS PER TRUSS EN PLYWOOD SHEATHING, 9EE CfFOR 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP, TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIANECTIONPER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)15d WGALV. COMMON NAILS. ', 1x2 SECUREDW/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN iT O/CL SECURED W/ (2)12dh 0 MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE �,-"\ GABLE END PRE-ENG'D TRUSS W/ HIP RETURN BCALE:34"'"°" ft PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCAIE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdaeWWoup.com AA 0: 0003325 8 p $g O W a fill N ; svaasv �c Lo1! SILVERADO LOT #4 BIdC. #18 -04181 4 MOORU 4EBB "1828—CALI" OAPZAGZ MTnX0a RIGHT PAOZ: DETAILS 150 MPH EXP. B EC 19 A. AeoucraM ra au�0 Dw 12/03/19 •CALL': 1/4"=1'-0" 1 sxEEr s3.1c A A GABLE -ENO HPRCOF iI-�F ROOF WIND DESIGN PRESSURES N T ASCE 7-1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT *-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" CDX EXT, PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS 0 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE FNn ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN.LENGTH MIN.DIA SHANK TENSILESTR. SHANK 8d RING SHANK 2 1/2" 0.120" 170,000 RING (16-20 NGS SCREW SHAM( PER NCIH) 8d SCREW SHANK 2 11T 0.1201 PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 o:TeRlo:t SH EOkTHINO USE 1/2' COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP 8 BOTTOM EDGES z W Z = U O J A 2 AJ y y TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAF ER OR TRUSS ---_� I.___ -I' _1 ROOF SHEATHING LAYOUT ANO ENDWALL BRACING FOR GABLE BND FRAMING J Z W z8 l/ � Ld C 8d RING SHANK GUN NAILS Z LT 6" O.C. INFIELD' 0 J\ a GO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S.S. ? TO BE STRUCTURAL GRADE LU U¢ L) 8d RING SHANK GUN NAILS 012" O.C. IN Q U FIELD or 8d x 2 1/2" SCREW SHANK wO PNEUMATIC SCREW -NAILS 0170.0.-1�1 ro FIELD J\ z TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ROOF SHEATHING LAYOUT ANO ENDWALL BRACING FOR GABLE BND FRAMING J Z W z8 l/ � Ld C 8d RING SHANK GUN NAILS Z LT 6" O.C. INFIELD' 0 J\ a GO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S.S. ? TO BE STRUCTURAL GRADE LU U¢ L) 8d RING SHANK GUN NAILS 012" O.C. IN Q U FIELD or 8d x 2 1/2" SCREW SHANK wO PNEUMATIC SCREW -NAILS 0170.0.-1�1 ro FIELD J\ z TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSUL? pROVDE 876 AIR ENTRAINED CONCRETE BP0.9BO TO EARTH OR WFATHt9t WOOD. NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVE S,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017. Stn EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFNMFBT®3/d'. ALL WOOD FOR SEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31844, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER Fb - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SA IADWFBEIMICAT®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 LAPPED 61NCHES MID SEALED WiTHAOFE5IVETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTIRAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE TNTBE TYPICAL A ND FORMWORK: SHALL BE RATEDTO RETENTION CORROBORATETETTRAHEDRAL (DOT). MOD FOR STRUCTURAL USE LS OF 0.25 PCF OF A BORATE THATHIAPRESERVATIVE S SHALL BE TREATED FORANY E ON THE PROJECT, SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMY4S, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWM. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FORCONCRETE PORM-VARK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER PBR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TEMPORARY BRACING, GUYS OR TIE -DOWNS, TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD �S' SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SATEEN A STRESS -GRADE LUMBER AND ITS FASTENINGS' SHALL SIGNED AND NFPA. TRUSS DESIGNS SHALL REQUIREMENTS AND SLABOWGRADE THICKNESS TO HANDLE CONSTRUCTDN LOADS. E ED I O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SMALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A618 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATIOK HORIZONTAL STANDARDS FOR METAL-PLATEOONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCS1 V ROOF: LIVE LOAD FLOOR LIVE LOAD 40 ANDVERTCAL BARS SHALL LAP 6 x SAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED pst 20 per TOP CHORD -noncondmanl REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pot BTM CHORD a orconw nt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITONAL DEAD LOADS FOR THE ROOF PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 psf TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf vs' No GYPRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 psf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IOps1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 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 01B6 SURE END (MICE (FBCATTIC EXPOSURE B. RISK CATEGORY IU INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIMBED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHIOPBtFIXED 3 ALCWIT STORAGE: 20pei, HABRABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pe1, BALCONIES (EXTERIOR) HABITABLE STAIRS: 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 NOTIFIEDTO THE AND DECKS: dOpsi, GUARDS AND HIANCRAILS: 200ps1, GUARD IN•FILL COMPONENTS: 50pef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE R TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psL ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef 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 DRAIAIING M)EW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE SRMS 402. BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESM AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEOR THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C410, GRADE t1n = 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 BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED ID WITH PLACING CONCRETE FOR tN-WALL COLUMNS. ROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT MI STRENGTH ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USA STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN FOUNDATION PLAN. THE OUT MIX SHALL HAVE A MAXIMUM 3S" SPECIFICALLY NOTED OTHERWISE E CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT COURSE AGGREGATE, AND SWILL BE PLACED VV/ A SLUMP OF TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GE04ECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONORADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED TAX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO CONCRETE PLACEMENT CONCRETE BLIMP SHALL NOT EXCEED 5' N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C84 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM W1SN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSTED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR ANY REASON THEE IS DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THEAB0IE REQUIRED CONCRETE COVERAGE OVER R MAR SAL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY SPOSEDTO EARTH (FOUNDATIONS) B FOR CONCRETE EXPOSED TO FAITH AMDRWEATHER 14ri-FOR #5 AND SMMISR 2*FOR A AND LARCEt C. FOR CONCRETE NOT DPOSED TO WEATHER 314. FOR STABS WALLS AND JOISTS 1.1R' FR BEAM AND COLUMN PRIMARY REINFORLEMIENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C470. HORIZONTAL AND VERTICAL MORTARJOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS}, U.N.O STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL SE ASTM ASS, Fy = 36 ksl FORANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SWILL BE ASTMA500, GRADE S. Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM 83, GRADE B, TYPE E OR S. Py = 35 kel. TUBE AND PIPE COLUMNS SHALL BE 00 NCRETE-FILLE D IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL 8E ASTM A307 BOLTS WITH DOUBLE-NLJT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS' WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE T1JRN-0FF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGRON I Siff TYPE BPAdNG RENNPlO AR•UGTION .1ff 1 TYPE SPACING REAUwCi 1 TR)RRNGTO -CON. CASE IMROENED COL WALL 11?LONG. a Q'L GMAGEDOORB'JCx T01M90N2Y/ANC. 1"" NO.GN. TAPCON IAO90lAY FASTENER 8 0p 11?EMBED.,PEW DUST., 11R"EDGE GIST. B., A. FXT DOORS CASE HARDENED COL S"dC WNDOWIDOQRIPASTENEO GRADE DOIX2 EUCK IT DW WI 1WA9HEA E%PANSICNBOLT 3YOC VE19ED., 3• EIDOIBT, 1x PT.SEENOTE. NAL 11?LONG. STAGGERED IRO AWx)NRYICONC. TOAwYJMwWNC. 3"EDGE DW wN00w BUm roc wNODWDCOR/FA31H1EO NETAL STwwTO CONTACT THIS ENGINEER FOR SPACING tx PT, SEE NOTE. CASE HARDENED GOL NNLI I. -LONG. STAGGERED IN�MAsoNRYIcoNC MASONRY ICorIC. REQUIREMENTS EXT. SANG DOOR (2)3MBTJw. RAPCO' 180.0 11?EMBEO,rENT. W -B-NG WOOD 1? EJPAN3KKJ R1" K'EMBED.A•EN) BUCK 2x M, BEE NOTES NO-ER F.TNER DISi., 1EOGEDWT. NIW CONC.9LAB WIWABNm BOLT DUST., 3'EDGED6T. 2x Pr WINDOWBUCK 0.130°PAF x21Ri" .'QY: A"ENO. DISi.if? PT TO BN EL OG_,8EE WI WASHER STAGGERED EOOE OMIT GTE. I"S..!!d i. 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 MANUFACTURERS SPECS AND / R NCA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS R 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 ORWINDOW FRAME EXPECT FORAN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NMLEDAND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 000332E 8 all t • 5811 L O S 1 sV3DIV. A6 LOT? SILVERADO LOT #4 BLK. #18 PROSWT 04128.001-04181 MODEEA 4EBB "1828-CAU" GARAOR OWUM: RIGHT PAOr. DETAILS 150 MPH EXP. 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