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Home My WebLink About7091 Boxer Round Pl99 1828-4EBB-CALI 99 AV..L VII.0I� G CODEI Y�IvR� e CODES PL E ECTRIcPO DF11L1. AND THE C%V OP OHDI4ARIGES HOMES It �19 v��woAZHY�r PW�N 12602 TELECOM DRIVE, TAMPA, FL 33637 74ml: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .na► BUII�IZIG CCDie. ARV. LAV. LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE /I� � m I�llJllef 2%7) .�,�, ,,►� ��'� I OCCUPANCY _ RESIDENTIAL .SUP R. I�G11Y��4 TYPE - VB A/C A°T. AMP BD. C CAB. ABOVE AIR CONDITIONING ALTERNATE AMPERAGE BOARD CABINET LINE CABINET' LUM. M.C.F MIN. M.T. MTD. MTL LUMINOUS MEDICINE CABIR� MINIMUM METALTHRESSHOIA MOUNTED METAL ft" COS RAM ARCHITECTURAL SHEET DESCRIPTION oNa/la �� DATE PG Cl—COVER SHEET PG GN—GENERAL NOTES ouKf6 CDSRE-MIED 02RV: SENNG ELEVATpNB ADDED TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 :CONSTRUCTION INTERIOR FINISf[ - CLAW B -BASIC WIND SPEED - VDIt=150 MPH Vasa=116 MPH •�SURE _ B •1-STORY RESIDENCE CLG. CLA. CONC. CPT C.T. D. DBL D.C. CERING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED N.T.S. O.0. PL P.B. PH. PLY. PR PIL NOT T SCAM ON TO 7A NTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN 03t*/16 COS RE- O FOOTNGRsVBIONPERMLEWE6 CDgRE.g p ADDEDQIIDMFOOTERATGARAGEDETAIL MOW MYERB) Kow4/15 PLANMWIBOWA •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL DIA. DIAMETER P.T. PRESSURE TREATED PG MI —MECHANICAL PLAN REVISED LINTEL SIZE AT FRONT WW DOOR AND STATE CODES DIM, DISP. DP. DR. D.S. DDW EA. ELEV. EQ. EXH. EXT. F.GIFX. F.C. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT' DDIHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FUELGASAss FUEL GAS R. RAD. R.A.C. REF. RM. R.O. S.D. S.H. SHT. SHTHG. SHWR SB.1. SL RISER RADIUS RETURN AIR GRILL REFRIGERATOR RGGM RSIXID OREFX(DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAi —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: A. ABOUCHACRA AR No. 93723 ADDED ADDITIONAL RECEPTACLE M GARAGE PER WLL BATSON (MIELB) f SQ.FT. CALC. S INYIND NVAC VCLU'ES CN SOFT CALL SCNEDILE (MELD) gW/MAS ADDEDSKTERIORMOWDEEPFOOTEWDETAILp�sI. (ORL� LIVMG W28 5G. FT GARAGE 430 S• FT. ENTRY I6 SQ FT. LANAI � SFT p, 0610AS ADDED LED LIGFRS a KITCHEN 4 DATHW" PER MARK BOWEDROLAND 01/19A7 ADDED STONE OPTION ELEVATION C A D (TAMPA) �y ELEVATION W 61DMG-ADDED LOUVER •GABLE ROOT A.B. DESIGN GROUP, LLC. TOTAL 29i2 SQ RT' FIN. FLR FINISH FLOOR s . STD. STAN AGIASS STANDARD PG WA5—NOT USED 1441 NORTH RONALD REAGAN BLVD. FLUOR FLUORESCENT SWS SHEAR WALL PG WAS —WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 F CDR FOOTING TEMP. SECTION Tel: (407) 774-6078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL T.O. T.O.C. THICK TOP OF CURB Fax: (407) 774-4078 O.F.I. GL. GROUND -FAULT CIRCUIT GLAS INTERRUPTER GLASS T.O.P. T.O.S. TOP OF PLATE TOP OF AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS GYP. BD GYPSUM BOARD U.N.O.U.N.UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASEIDi INS LORD INSULATION WD. WITH ENT. INTERIOR WOW WWINDOW��ATER W.I. WROUGHT IRON DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.1A—DETAILS IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PRIVECT BASED ON THIS PG S3-FRAMING PLAN 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 PG S3.lA—DETAILS PG S3.1B-DETAILS CLARIFICATION. PG DETAILS SI AB DESIGN GROUP WILL RESPOND TO AWRITTEN RFI'LL a IN WRITTEN/DRAWN FORMS IN A TIMELY —D ETAILS PG SNl—D MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECT'S OF THE ONSTRUCTION BASED ON THE DRAWING SET. 04 �S N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA M: 0003325 � as W 4 a isfif >stnoDIV, a mTs SILVERADO LOT #13 BLK. #18 PXW J>oOT 04128.001-13181 IMIODISLs 4EBB "1828-CALL" GARAGN HWINCIN RIGHT PAGE: COVER SHEET %150 MPH EXP. B CT MMIN DFADIT 10/09/1, BCALlb 1/4"=1'-0" >llli>� C1 OEN m Nom 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE W COMPUANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bth EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR $HALL 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 WALL 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 ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEEt 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGEDOOR 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 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1- 181NCHES THICK, OR20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MNIMIM N0. 28 GAGE (0.48 R" SHEET STEEL V MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. TiIiEwm 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, OWSI TE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-(' 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' TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MNIMUM NAILING PER CHAPTER 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER S-WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNMLLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MNIMIMAREA SHALL BE 8 FT . SQ. PLUINlM9 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION MEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 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 EXTEIM FINMB 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,12' 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-1063.1IA & 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 -I IA AND R703.7. FM NEINTANT CONSTnuenon UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R3027, CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS 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 / CONTRACTORS 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, 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 1T O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BIND. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www,abdesWngmup.com L AA M: 0003325 r m m °pa 0 gg allmxv. ac LOT: SILVERADO LOT #13 BLK #18 PllOJ>OCT 04128.002-13181 wommu 4EBB "1828-CALI" GAAAda swZDNMGIt RIGHT PALM: GENERAL NOTES 150 MPH EXP. B F-rawT "I DA10/09/19 SICAMM 1/4"=1'-0" 0113MI T GN SIN, -A' a l° ° a'eeeel ° in in in °'leee/Iliel'°'1//IYeee// ° ° e///eD 11, o • in Im in on °10eeel° - °1° p . ` in in in . Z 11 II ` in ME in i SI in �r SO e in . :' . °. . r �' / in` r in in . in _ mm ME in iZ ° 9111 in - inME in mm in in in L rv1 - ` pCODE PER 1i C M ME in ®� QUAM o ` in in ° 1 :�' in in in inoo ° "�'mmy in Fl° Z • m in oleeeeel°�:°'uUeeo oleell° °Teel° I I�� -*q IM7 r 'Ail Hiii leeeeeeeeeeel i�1LIrIyL SQ.FT. 11 i. S Lh!MG Iwo 6Q. FT. Ga4RA6E 430 SQ. FT. ENTIK IS, SQ FT. LANAI 88 SQ. FT. TOTAL 2362 6Q. caV01BRA1D CIADDlp1/OLOADr ewlclen WeroYrEloBtrEcaD aura MOT B om ON" me U WNMDMO IBWrI MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR 6WING 5 24/-31 DR MIN. CRITERIA 6". MIN. 41 5 23/-29 CRITERIA 16010 O.W.D. 112 5 20A/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=B. EXP.-B. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NO1[INAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Cw�ai Oki" L. TOP PLATE 9 M BAR DETAIL ARCH DTL. B E: FLOOR PLAN SCALE. 1/4' . P-C' 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 SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ESE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 Mi IN THIC10,11i SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, Fill. 327B0 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigagroup.eom AA F: 0003325 �1 as S is � O W Q Ili 1/ Li SILVERADO LOT #13 BIX #18 P1ROSWT# 4 02-1 1 1 �a 4EBB "1828-CALI" GAXAGl4 eewixw RIGHT PAGIM FLOOR PLAN %150 MPH EXP. B Dw10/09/19 OCAM 1/4'=1'-O" Q]Emc" Al SHINGLE ROOF FYPON IBKTIDcn OR EQUIVALENT 16'X62' FYPON DECORATIVE "TTERB OR EQUIVALENT 4' RAISED O AND (TYPJ 0'-0' FIN. FLR_ I FRONT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS MR FEGCR W103A OFF RIDGE VENT ,�H-I9'-0' BLDG. NUT. FYPON LV12X24 OR EQUIVALENT S'-8' BRls. HGT. OPT. COACH L *MT OFF RIDGE VENT 0'-0' FIN. OFF RIDGE VENT RFAOF AT IX 2364 50. FT. NEFFREE VB2DIATIDN AREA REWIRED = 3/3w REOIRRED VEAMLATIONAREA 2364 /300 : 729 VENINATION X 50. INME5 PER Fr. UM! = Haan SO IN. MRF.IEOUIR E VENTILATION .SX 1LU72 IN UPPER PORFRFN OF ATDC STO36 SO. IN. OFF RIDGEVEFFMAnON AREA = 21550.113.PERVEW S0361115 M&M VEN1S AISMIRED 493357 PDFVUMPFXMDED S *AREA OF AMC IS THE PERIM M OFTNE HOUSE, LESS THE OV96NNO MMMOR OF WALL TO E]OERIOR OF WALL, NOOVENIANCS INO.IA® 12 6 AB'-B� BRG. W.T. FEME! MEN] 17 12 6 REAR ELEVATION SCALE, V4 . I'-0' TEXTURED FINISH 8'-8' BRa. HGT. _ _ 8'•B' BRG. HGT 'a 0'-C' FIN. FLR RIGHT ELEVATION SCALE: V4 . V-0' TEXTURED FINISH OFF RIDGE VENT OPP RIDGE VENT 8'-8' BRG. HGT. ■ 10' v _-_---_-----------_ _---_-_-_-_-_-----_-_-_ A0'-0 LEFT ELEVATION SCALE, V4 . I'-O' TEXTURED FINISH / 2- I � I I I I I ,I V-;- ODEC0.1 DTL. -0' FIN. FLR. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeWigoup.com AA #: 0003325 t t • 1' J O R 1 unDIV. a 1.0m SILVERADO LOT #13 BLK #18 Pno,TP0Tip 041 02-1 1 1 moDR1,L 4EBB "1828-CALL" GAIRAGA DWINGl RIGHT PALM ELEVATION "D" 150 MPH EXP. B mm F,PnngT 10/09,111 8CJVM 1/4"=1'-0" s2lt>�sr A2D ELECTRICAL LEGEND SYMOOL DEFINITION NOTES -e MY CUTLET M AMP SMILE role IIOV OUTLET IiO✓ CUTLET N OF OUTLET %map To aNTCN an REV OUTLET 82WIND 60" PAIL STYtIER (TAPPER owml Nr TYM "BIV OUTLET (4) NOR CdICTION III 6P1 EM. EATvprgWCP cunsr 40IM O PALL? MEILErINe NTTCN ENTCN 2-I1JAT OPEN. wwCw 4-IwY OFTA id L I� NULL P101M1D L161R CELM LIGHT © LED CL6 LOW OVP PRO LIMOF OIIEOEesm CAN UYLLGcaNCE PIO•NMIID YeNT. FAN I cm PER eG. FT. 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MLAM (NOT ON MTCWM CIRCUIT) • DIN44NIER DRCONICT TO EE LOCKOUT N PANEL • EATNIOOM Da(AUST FAN TO NAVE MM CAPACITY OF 00 PM ELECTRICAL PROVOICIM, OF BIOTIC" MM"' • LAVCRY ROOM 11lG7MAQ! eF4LL Y aALdlD FAULT eetwr•NaRIIIPTERe PROTECTION FOR PEIYONEIL ON PUP M • WRNS PITYOD SMALL BE NON IMTALLM CABLE Poe ELECTRICAL PROVEN" OF • ALL LOIEC TO CA'WPLY NTN ELECTRICAL /IOW O M PLrAe ATu fD rxen). • �L LAlS•i SHALL Y Y• .�'�^• sT eU1LDBE ARID 7M OP LtlNTN6 MW7 Y ENERGY 6FCIM TYPE PY CEILING MM. L*WT TO DE INSTALLED, F'ROvIDE'. J-DOX FOR OPT. FAN ------------ OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-0' ESE �7E0 100100=�M=MlE 7. Mr=M �•^�DE�EEZ I BEEN JKZ=3 ®0��00 EEi ®OEOEE{L7v EEC moos--��mo �iF7 OEE® ©oE©2^.�l7E� oomn o 000om ETRI EEEEEU7 -- ,mom IMITIMEf om �I—.1♦^1�f^R•--57•�'fMEAN EOEEn® asTC�Ns�i�sssssYi>t Y>=•1© raYE�r*—it—mni;--rrr.■�N��ri• aR-ssrr, ^ �Trz�YYY�rz•o�;� ��lei EL>•EEEE� MMCLMM MB�� YYN �e4.M �_)• .EJ !.�>•� Nf� �� r•!•BEENtiFI• Y�NNN"L�.' �Nl.!• OMM O !>�L�� S� �� YESY�NS� �YS�WIN EOSeSEeN��YM�YYO i MENOMINEE m u. I II' I I I --------- I I I L• I I _ I I Aw I I L I l J - ' LED LIGHTING --------- @ SINGLE LAV. • BATH -2 LED LIGHTING ® DOUBLE LAV. FURIMMM' 150 AMP ELECTRICAL RISER NOT TO SCALK, aOAOIAL NOTES• A ELECTRICAL MATERIALS AND NSTALLAT'CNS SHALL CO/PLT ISTN ELECTRICAL PROV0101/a OF M 10E9M.&Itl j LOCAL CODES AID ALL LOCAL PO M 6 ALL OCHAICTORS MALL M TYPE 7141IRFW e4.EM NOTED OrALIW . t PROVDE) M PVC EY M M ELECTRIC MIS CU. DUN • Iti LU N Y CONCUR OR S FEN- RY CU N !• COMDUIT. TO 11I104HATE A0010% SOFFIT . OVERNSNG./ COMM"rkmsowV i ONCONiECT SNTCN AM M ELECTM MTER N Neu All 04CLOKM Mur'lOE sl M= GAME 10.eve1CN N41RY1II NEW=MosRD1 Eain�a n SQUPPw tAymwmm to TKI V MAL AT I = VOLTAGE CON MI" 14 CU SERVICE GROUO COI►eCMD TO CONGIETE ENCASED FOOM STEEL PER ELECTRICAL FlCVOMM OF @ITIM t24DL SO' DIA X a FT LONE COPPER CLAD GROUIID ROD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdostpgmup.eom AA N: 0003325 W W 02 �.. r �5y C EXIM V M LOTS SILVERADO LOT #13 BLK #18 011 "0l2-13 8 MODRU 4EBB "1828-CALI" GARAGa aRIIITGs RIGHT PACIL. ELECTRICAL PLAN 150 MPH EXP. B DA10/09/19 SCAIM 1/4«=1'-0" stIN= E1 2' vTfR • VTR KITCHEN fI \`��I V2' SINK UV 1R AUTO VENT "� Ic11/2' / i IIR' iil �' VK2' 2�� 1 1/2' 2' ( u1G r I I/1'1 TUB 1 LAV I 3�11/2*-% LAV 1 2 I 3 2' I U!G 3 3 I 1 3• 3 II/2 SHM WASHER 2' 2 CO 4 4 TO LAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. V4 . V-V 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdes4Mgroup.com L AA M: 0003325 O i a M W u� C � IDID O aysD:v � :,oai SILVERADO LOT #13 BLK #18 PlEOJ�OT/► 04128.0 2- 81 MODS. 4EBB "1828-CALI" OARAGN SIFDNk RIGHT PAOM PLUMBING PLAN 150 MPH EXP. B Of P � D10/09/19 SCA7,S 1/4"=1'-0" S31SaT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SWALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SmALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAD s MASTIC. AND INSTALLED AS PER MC 67H EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL UN CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. PM614 AIR INTAKES SHALL NOT 15E LOCATED CLOSER THAN Im FT. FROM ANY CHB'INEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FSC 6TH EDITION (20T1) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING MATHTUS6, 6NOUERS, SPAS AND SIMILAR SATNMG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO Be RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILING6 AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/OMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND SE SLEEVED WITH 40CE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (20T1) MECHANICAL CODE SECTION SM. 10. GRILLES AND DIFFUSERS 614ALL BE PROVIDED UTH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECN DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN s LrAWT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. I-/L. 6. \\ / AG TO HAVE PROPER 12x8 - - - - 0 . PANS W/ DRAINS SECURE STRAP TO CONG AR - - - - - - - - - - - - - - - - - - - - I 14x14 0x6 ATTIC W/ (2)-3/16'X2' TAPCON6 UNIT SIMPSON ILB ROLL STRAP I I 4' OR EQUAL 4 0. so CEILING 00 mooI EXTERIOR WALL -I---� - - - - - - — —� -- I X I WIC m PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ (2) �� 14' 4' CONCRETE SLAB rSXI 1/4' SNT. MTL. SCREWS , I „ - - - - - SUCTION AND LIQUID I ITK CHEN AIR SUPPLY y REFRIGERANT LINER CONDENSER UNIT `- ---" I ------ AIR HANDLER CONNECTION TO PAD LAUN.'�T EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' DIA. 0 m i ~ ii I OVER HEAD • 12' FROM STRUCTURE - - - - 0 , EVAP. TRAY y PVC SLEEVE t0 LINES BELOW SLAB 0- _ _ _ _ --- BDRM.`� 4 / T REFRIGERANT LINES TO ---- O` EN PLATFORM RETURN CONDENSING UNIT ®xb DRYER TRAP DRAM LINE AND TERMINATE I 1 14' V.T.R X x IN AN APROVED DRAM, AS PER PSCR 6TH EDITION (20T1) I MECHANICAL SLOG. CODE II SECTION 3012A — — HVAC DRAINS nB RM•3 I 6' 4' L O SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR LL14LL COUNTERSUNC CA. PLUG � . � 14X6 I 1, I II sm I I CFM SX4 I I I BATH #2 IHI I I L-----� H"4 Bee OPEC. F_-T ��I I reuer.F FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/OPEC TFL00R SLAB CLEAN -OUT (T ) FIN, GRADE OR PAVING I' -OW' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (TY�P.) MECHANICAL PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD REAOAN BWD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 pp C O a J � o o aysaly as LOT: SILVERADO LOT #13 BLK #18 PltOJWT* 4 28. -13181 1[ODZQLa 4EBB "1828-CALI" GAIRAGA a7FEWM RIGHT PAOr. MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE pmpt FLIL ppw_ Y -- PRE -FAD TRUSS N' TMKJ(7 GOAT 0010" MAD �' OIAI M0 V2' m eG BOARD El � R ONLY TO FIAeOMY NOTE; STUDS IN 5' DIA. SLEEVE, ATT 4NsD ATTICIaD 10 FK.L � Aie�' PARTITIONS SUPPORTING DO NOT CUT R0. V2' DRYWALL WALL HUNG PLUMBING REBAR Aro.uL SM&LAW FIXTURES AND WALL IM m>�e� CABINETS SHALL BE NOT BOND BE O NOT CUT I►FYeminamme"L s LESS THAN 2X4, WHERE SOLID GROUT THE BOND Do�oNDnr~j 2X4 WOODPAM= SPACED NOT MORE W/ (I)- S BEAM y��xRAaa» TO STUDS 424' THAN V O.C. OR NOT (2) COURSE _ _ KEBABS on=w .aooJAM Fine �TRUX w OeaADDOOR oC LESS THAN 2x6, WHERE AP"POVAIL POW VB C eY onaNe SPACED NOT MORE FAMM TO on Mom THAN 24' O C. UK Aaa» SL D AFFFroDO Rm a-0' FIN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE' 3/4'.1'-0' D1 SCALE: 11/2'.I'-0* 1 TYP. INT. WALL NON—BRG. D 1 SCALE. 3/4' • I'-0' FIBERGLASS BNMGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R00511 ON I}' O.Sa SHEATHING OR I- GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENf. TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TYR 0A. ,5/8' GYPSUM EN OR 1/2' HIGHI STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES iRENCE STRUCTURAL R-4.1 INSULATION WINDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL ba P.T. FURRING — STRIPS • 24' O.C. 8' CMU V2' GYP. WL. BD: WOOD BASE — 0'-0' FIN. FLR_ — t' a tl. a . • 4' n W/ WINDOW OPENING N FIBERGLASS SHINGLES OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PERSECTION ROMA ON If' 1 O.SD. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i 0'-0' FIN. FLR aa.. B TYP. WALL SECTION IV NO OPENING NOTE; PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)LAYERERIUNDERLAYMENT SYSTEM SCALE, 3/4'.r-o' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHNGLES 2x BLOCKING BETUREN TRUSSER OYER -30 FELT PAPER OR PER STRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS SHINGLES R905.LI ON I}' O.SJ3, OVER'30 FELT PAPER OR SHEATHING OR k CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE R905.LI ON J' O.S$. STIFFBACK AT ALL UPRKFHTS SHEATHING OR j' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I'-0' I,_0• FASTENER SCHEDULE TYP. PRE-ENG LLb. TRUS6 MTL. DRIP EDGETYP.H.. MTL OH. M. DRIP EDGE O 2x FASCIA PER PER ELEVATION 2x PASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PRE-ENG. GABLE TRUES WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSIJM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HOW STRENGTH CA-G. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT UNDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING '- STRIPS 0 24' Or- 1/2' THICK 2 COAT 1/2' GYP. WL. SD. PORTLAND CEMENT WOOD SAE S' GMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-V' FIN. FLR _ 0'-0' FIN. FLR a. a .. • 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE. 3/4'.1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774.407E www.ebdesWgnOoup.com AA k: 000332E RE R k W d O Q SLTSDIV. as xon SILVERADO LOT #13 BLK #18 PIlOJm " 04128.002-13181 AWDmLt 4EBB "1828—CALL" GAVAOZ swaNH RIGHT [PA Oms DETAILS 150 MPH EXP. Bff L#; pDRmT w10/09/19 sCAIM 1/4-=1'-0- 5I3SmT D1 A -BOLTS 4' EMSEDMENT PIK EVBN.Y FROM FLOOR TO '��■am:L1E��wC 2X5 GAPIACE DOOR SUCK RV (6) ® 1YX6' A-SOLT6 4' VVEDMEW MIK V 2W A W4OM AND NJ► $FACED SAMY MWH FLOOR TO GJ4RA6E DOOR "DR N JOINTS MM TO PILLIN9. 1-lXi PT BLOCK a CENTER CP IS DOOR HEADER W/(U)jWS' J-8MT6 4' EMOEDFENT aV 2I)GIA, 10,81-E0 AND NUT. MANIFACTURFJR'S NSTALLATIM NBTRICUX4 R4-EgE $UCI4 96TRUCT100 APO MORE OTRM AW GARAGE DOOR BUCK ATTACHMENT 4GALF w.rw L�II I'X4' OR 1'X1' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. TIN CURE THRU FRAME 4 TEND I A4 INTO BLOCK El W*' TAPCONS . SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +3/4 OR +S/4 1FIN W B + 4 Olt + A SCALE, MTA. 2X4, m SECURE TO BLOCK W/'1(r' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 18' OZ. MAX SPACING. 2X8,= SECURE TO BLOCK W/2-%' TAPCONS(MIN. SIZE .145 MIN HEAD SIZdDO MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 8' CM IB' O.G. MAX SPACING )J' DRYWALL 2X8,® ❑ PX4' OR DC' P.T. NAILER SEA BLOCK W/2.%. OOR CASING (MIN. SHANK SIZE J43 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Yi) TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. le'or— MAX SPACING. NOTE, BRIM AS NEEDED TO PLUM8 JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/2 u irDL A ' BLACK +1-1/2" KTJD. 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X W O.O. MAX 8PACMG. MUST BE ON OUTSIDE 4 2X64 8ECURED THROUGH SEA�STO BLOCK W/2-Va' NON-STRUCTURAL B4' (MIN. SHANK SIZE J45 N MIN 1 Ya EMBED MIN. HEAD SIZE 300 MBEDMENT INTO BLOCK MIN. EMBEDMENT I A) ' CM WITHIN8' OF EACH END 4 'DRYWALL 18' Or.. MAX SPACING. D�114IX4* OR VX2' P.T. NAILER ,® 2X8 OEA PTO BLOCK W/2-v_ 7(a' 09D. X 4' MIN. (MIN. SHANK SIZE .148 DOOR MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' D.G. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ye) DOOR JAMB TO BLOCK +1-15 1¢" 11INDOIF TO BLACK +1-18/ a " SCALE, KTA. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. WEAR SIZE 300 MIN. EMBEDMENT I Y41 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA BLOCK Uj-%, UC-TMINI AL V TAFCON (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I &) 8. CM WITHIN 8' OF EACH END 4 ]S' DRYWALL IB' O.C. MAX SPACING. ❑ I'X4' OR 1'X2' P.T. NAILER exam BLOCK W/2-i(a' CA6Wj TAPCONS MIN. SHANK SIZE .145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 YV) TTAC 4 TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' O.G. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 4" DOW TO BLOCK +2 1 4' 2X4m SECURE TO BLOCK W/ V&' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) STRUCTURAL 2X WITHIN 8' MAXEACH END 4 MIST BE ON OUTSIDE 4 2>06�18' O X SPACING. SECURED THROLr.W SECURE NON-STRUCTURAL Ilia' SEA�STO BLOCK W/2•tXa'TAPCON MIN. I- (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • olu MIN. EMBEDMENT I Yi) • DRYWALL WITHIN 8' OF EACH END 4 •X4' OR VX2' P.T. NAILER IS' Or— MAX SPACING. 2X8m SEA�STO BLOCK UA-%' (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IB' O,C. MAX SPACNG. MANUFACTURES DETAILS. ,nla 4xM Y moo ro RM�AVa/foe Net al®.Y) DOOR JAMB TO BLACK +3" FTO BLOCK +3" ' SCALE, N.TA. 2X4m SECURE TO BLOCK w/ i(a' TAFCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN 8. OF EACH END 4 I8" Or— MAX SPACING. 2Xim SECURE TO BLOCK W/2-% TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 18' DO, MAX SPACING. 2X8,® SECURE TO BLOCK WR-%. TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL V TAPCON MIN. I-)'4' EMBEDMENT INTO BLOCK 8' CMAJ )S' DRYWALL I'X4' OR PX2' P.T. NAILER 2X SECURE TO STRUCTURAL MENDER IWl2)f2d WITHM 8' OF EACH END 4 r' TO 8' O.C. MAX MIN. EMBEDMENT I Yi) /OOR CASING WITHIN W OF EACW END 4 DOOR JAMB OR WINDOW b' O.C. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )i ) DOOR JAMB TO BLOCK +3" TO BLOCK +3" F , 2X4m SECURE TO BLOCK W& TAPCONS(MIN. SHANK 81ZE 145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL 2Jia' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y1 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 S, c1 MIN. EMBEDMENT I Y4') •DRYWALL WITHIN 8' OF EACH END 4 10' O.C. MAX 6PACUNG.4-MANUFACTURES, 1'X4. OR I'X2' P.T. NAILER 2X:m SECURE TO BLOCK W/17(a' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145DOOR CASING MIN. HEAD SIZE J' 00 MIN. EMBEDMENT I Y4')OOR JAMB OR WINDOW WITHIN W OF EACH ENDTTACH TO 2X PER �� O.G. MAX 6°'�NO DETAILS. DOOR JAMB TO BLOCK +3-7/18" in1 WINDOW TO BLACK +3-T/IS" " WA' 5, NSA. 2X4m SECURE TO DLOCK W/Yi TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE, STRUCTURAL 2X WITHIN 8' MAXEACH END 4 MUST BE ON OUTSIDE 4 XIS' ® O.O. X SPACING. SECURED THROUGH sEGURE TO BLOCK W/I.1/4' E NON-STRUCTURAL ')(a' TAPCON MIN. 1-Yi (MIR SHA NK SIZE .145 WA EMBEDMENT INTO BLOCK (MIN. S MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV 8' cm WITHIN 8' OF EACH END 4 )S' DRYWALL IS, OL. MAX BPAGMG PX4' OR I"oQ' P.T. NAILER 2X8m SECURE TO BLOCK W/1-1/4' rTTACW X 4' MIN. TAPCONB OOR CASING(MIN.SHANK SIZE .145 MIN.HEAD SIZE300 MIN. EMBEDMENT IY1) OOR JAMB OR WINDOW WITHIN8' OF EACH END 4 TO 2X PER 18' O'G. MAX SPACNG MA% FACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW ) DOOR JAMB TO BLOCK +3 3/4' H K +3 4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abde&Wigroup.com L AA $: 0003325 t . lu 0 sO v WMMIN sm DIV s$ Lam SILVERADO LOT #13 BLK #18 VUOn=T# 04128.002-13181 LMLOD■IA 4EBB "1828—CALL" OAnA*Z 8111NM RIGHT AAGM DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 1724&1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FUS332 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 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2027 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abd@sWigroup.com L AA M: 0003325 . C e W 0 c 0 0 aumiv. d4 J A7! SILVERADO LOT #13 BLK #18 P1tOJ>OCT 041 8, 0 - 31 1 MODZM- 4EBB "1828-CALI" OAJ AOR ovina i. RIGHT PAOLR PRODUCT APPROVAL LISTING 150 MPH EXP. B Dw z 10/09/19 aCAIM 1/4"=1'-0" simc" D3 P 91040 ED CONTROL JOMR� P ANSE OF CONNTROL JO" Td BE WIRED TIED TO LATN • S' Ca MAX (VERTJ. NOTE, DO NOT FASTEN CONlrIOL JOINT TO WALL EVEN IF STUD E)(ST& BCYO D EXCEPT STAPLES V &ECUE:MAY BE UND TO COMR0. JOINTTOP. BURN& INSTALLATION —\ FASTR4l11& TO BE AP • �' OL. MAX VERTICALLY / RA 3 GOAT CEMENT 11111105 LAYER 9, POWrOM / BULDNG PAPER APPROVED METAL LATH FASTENED -1' (VERTJ O)S. MAX AT SUPPORTS UGOD SHEATHING LATH &HALL NOT DC COMINUOU6 v To r . . To r M TMROUGN CONTROL \ JOINTS OUT SMALL BE STOPPED AM TWO AT EACH SIDE. PER bTM7 CIO&) PIIDVIDR 7X4 ILOLICN6 1JBJ 4 PLACED RAT MAX &' TO &' \ FROM CONTROL JOINTUbEN CONTROL JONT FALLS ON NOTE, \ L PASTEN M POI LATH TO IC NAILS OR / STRUCTURAL GM STAPLES N COMPLIANCE WV ASTM CIB&I 2. WBE TWO To BE (NO. r) CAMIS' WIRE i 1 BLOCKING SNOUN MAY BE N ADD( \ TO UMLL STUDS REdIRED PER P.MI w-MR IM40a APPIll SUILDNG WRAP &MALL BE LAPPED A MNMlM OF WxW SELF-ADNERNG MEr- R L &' • VERTICAL LAPS (ROLL FLASHING MATERIAL) (COMPATIBLE YV HOUSE 7\ ALLa 6' • W TONIAL LAPS. WRAP M%0ED H LL7 OVER ALL SEAM NEED TO BI TAPED LATFN VERTICAL LAP TO BE 1' APaRDvtID HOISE WRAP. WTM FORTIORI SMAT14M TAPE two PIP! / \ I' OI LEAP PIPE / \ PEETRATION / r MH LAP • FETAL LA.TN \ X X X--�ZC — — — CUT NO OVEILAP QE SIDE OF \—!f` b uTM SELF-ADFERNI7 MCMDRANE C��e .LEP 01. Wle LAYER �, P' THICK S COAT CEMENT a[ STUCCO WIAP I PLASTER METAL LATH Ow ONLY/ I BULDNS PPAPEFORTPIOER tU—MLAYCR -.2,PORTlIBCR BIXLDNS PAPERWRIS LAYER -L / INSTALL FASTENERS (CLIPS. 1 WOOD SMEATMNO STRAPS. STAPLES) AS RCD /^ \ PrmlTO SCORE PFW WIC TO FRAMING 2 SCALEsrI VJ'•1'-s• OLIIOLD N9MD•ry.A O LCW[YW FT.E A • ® ® KICKOUT DETAIL f�ia�o • O L POLO sYIYO . ® L--.-A Fr. A L CSBAIN Pf. E 2. CR[AY • PT. E L CFSAN . Fr. C L C� " PI.O 4 FOND Ff. C 0411e M. a 1LL Pf.O TOUCH .ITCH iLAXOa 411, .M. Sarum F.-ANMW w,.e,eaT aaAL FaLo, pst xTd, aF. �' TNICIK S aoAT CSMENT PwTSI1(FRAM T' w• 2 COAT caaMlNr r1.A&Taw (aMw Wwe LAYER: -2. FORwrp!!R B)ILDNA PAPER ~V ONLY) cows unR ti eTtleeo IwAPf11s11'I ONLY) LAF LA"M OF SULOM Ill OYC!sM1.Ia m n. ITOF Ram an Situ eXfWRroR LKAAMM N.Alli MIR�.T.NIT arRf0l-fla"M MSN+Buacr11TO OF ROOF. Ow Wise. ONIaAF mcnm w' war 411MIA11W /ICIM1a0ALLY FAaQA OW Farm Y 04 MI)C AIDE LAP& OF METAL PLASTER BASES SMALL BE SECLW= TO FRAMING ('EMBERS. THEY SMALL BE TIED BETWEEN NI•PORTS WITH CO415-M II UNM AT NTERVAL&NOT MORE THAN S' (22%-MMA AS PER ASTM CIO&s TALL FOR REPAIR OF TEARS N W® LAYERS. TEARS MAY BE PATCED WANOU&E WRAP TAPE PER MAN~. OPEC OR PEEL a STICK GWRAT14NM STUCCO LAF . LAP" LAF • FAFOf WOOD SHEATHING OR CMU WRES LAYER WI, STUCCO WRAP (FRAME ONLY) 'j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) -METAL LATH (FRAME ONLY) LAP UM 4 TAPE OVER ROOF/WA _L SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING z (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. N.T.S. &5c&' SW-ADWMUU ME^eRAM RLASNI IS (COMPATIBLE WV WGIM WRAP MATERIAL) OVER 4%V SELF•AD4RltM MB^BRANE RLASMNG OVER APPROVED NOUN WIN . ILANIadG TO IoeTIMD ONTG Pf" CUT AND OVERLAP ONE SIDE OF &ELF-ADWORNO MEMBRANE RLAGWIN s WM LAYER -2. 1'ORTROER IIILONG PAPER METAL LATH &St&' SELF-ADHERNG MEMBRANE! RASHNS OVER 41N4' OW-ADHERNS MEMBRANE RASHNS OVER APPROVED 4'x4' &ELF-ADICRN3 F &'M$t Q FLASHING OVER APPROVED HOUSE WRAP. N.A&NNG TO IXTab ONTO MPE N(,' CONT. BEAD OF SEALANT INSTALL APPROVED HOUBEIURAP AIR INFILTRATION BARBER OVER SHEATHING SECTION PER SECTpN Rr I B&WMTYStYto em oWwlto Exterior use of porxand cement plaster .hall comply whh the sppli tion reluiremerss MASTM C 92&12A Installation of exterior laa"O and eamFO "ll comply with ASTM C 1f163312A EGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - NOTE : METAL LATH: LATH TO RE PER SECTION R-103.11 / A5TM C-84'1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 wwwsbdeelg igroup.com AA #: 0003325 C Q 0 O s� v BVSDIv. a LOM SILVERADO LOT #13 BLK #18 PROJMT 04128.00 -13181 MODZU 4EBB "1828-CALI" GA3tAG a erwnaa: RIGHT PAOIM WALL ASSEMBLY DETAILS 150 MPH EXP, Bff AOL D � 10/09/19 SCAM 1/4"aaf-0" 8313= WA1 BACKER ROD BACKER ROD WRB LAYER M, STUCCO WFAP INSTALL V SELF-ADWERMG MEMBRANE PLA614M OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA614M TO BE, I. BOTTOM, 2. BIDES. 3. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO ISE TOOLED 60 A8 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 SI 86d4' CAULKM 0 JOINT AL PER SECTION RM.7 Etderlor hdhl�and�� Exterior use of Portland carnerd 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. WOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTP'I C-841-OS, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES 9 DRYER VENT VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE — FLASHMG (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 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 W LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ---A - -- AT --- ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 WOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY £-Z BEAE OVER 60 MAN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOW 814EATWMG WQ6 LAYER $1, STUCCO UIRAP WR6 LAYER'7, FORTIFIBER BUILDING PAPER FETAL LATH FASTEN TO UIOOD STRUCTURAL MEI'RER a T' OL. MAX V To)r no-wA LL MCP AQS91D 61 UIIOE STRIP SELF ADNCSNE FLASNIMG, CLEAN MASONRY DEFORE APPLYNG V FN1911 a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8• WM LAYER 'I, STUCCO WRAP CUT 'A' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER h STEP 1*1 STEP 02 WRB LAYER 9, T S UGGO IURAP APPLY 6® MIN - CRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOLISEWRAP ® SELF -ADHERING MEMBRANE FLASHING WRB LAYER a1, FORTIFIBER BUILDING PAPER STEP 03 STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (BEE TYPICAL WALL SECTION) ti METAL LATH STEW S STEP 1% OELECTRICAL RECEPTACLE 144i N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407.774-4078 www.abdesl8n8ro up.com AA #:0003325 Aa Is Was OUNIV. as LOT: SILVERADO LOT #13 BLK #18 04128 002-13181 W OD 4EBB "1828—CALL" OAI%AGZ SWDIG: RIGHT PAGZ: WALL ASSEMBLY DETAILS %150 MPH Ey. B ARCHfiECT: STATE OF FLORA G�' 1 19 L ROLAD A ABOUCHACFU k. AR NO 047= R 10/09/in 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO x—x—x—x F-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER t SPACING a I' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY E4CORRNER BEAD � BLOCK 1441 N. RONALD REAQAN BLVD. LONQWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abd•stgngroup.com 16- AA M: 0003328 p t tlb W W Q � 1 evsa:v as LflT: SILVERADO LOT #13 BLK. #18 Fgwa OTio 04128. 02- 81 mo 4EBB "1828-CALI" GARAGE 8rWMW k RIGHT PAOI WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCH rECT.. BTA*M OF FLORDA G 1 19 AR NO W723 , D` 10/09/19 sCAL$t 1/4"=1'-0" sIl " WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATWING WOW CON6Tft4TION �— aeraa WOW GMEATMM TMBAMOM 1�lE616TNE ue Tno R �e� / \ 61DN6 Idis' VEAL / NS LPwmqm iio�� < I UKATWM RM6Trv8 / \ ♦� �\ 4 SAPER66TTAAltrOt RMOTNE STRIr DER ♦� KA04 �Rr+a � uiboo`nw�nE�e R i ♦ ` A? AL GAP VACA1LKN6 \\ / OR APPROVED 6EALANT fife MA&M SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.6078 FAR: 407-774-4078 www.abdssWWoup.00m AA A: 0003325 i S uj 4 avim:v. ae Tom SILVERADO LOT #13 BLK #18 PnojwT/ 04 8. — 1 MDDM- 4EBB "1828-CALI" OARAGaz WWWOt RIGHT PAOIM WALL ASSEMBLY DETAILS V.150 MPH F.V. B STATE OF CT 1 IOLMD A. ABOU"CRA AR NO 00729 , AT16 10/09/19 8CALM 1/4"=V-0" BIT WA4 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK DRIP EDGE ►� I\ 1/8' TEXTURED I \ FINISH 0 WOOD I \\ 1/2' TEXTURED \ FINISH ® CMU ( \ METAL FASCIA \\ WRAP V FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \\ \ `\\ NOTE: NOTCH FOR 2X(\ SUB BAND ONLY ®ELEVATION VB' TEXTURED mew • WOOD. VV TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP' WOOD SHEATHING OR cm WRB LAYER N, STUCCO WRAP(FRAME ONLY) - WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) UD R 2X& 8AND c':l ROOFING CEMENT DRIP EDGE © PLAN E3 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) 1'1/8' TEXTURED FINISH e / WOOD, 1/2' TEXTURED _j / FINISH ® CMU 2x6 SUB -BAND W/I'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ®PLAN A METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT i WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS 11,/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT 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 1x 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/IJ 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY j 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigagmup.wm AA x: 0003325 L tl W lu tL Ck n o n n Q � NJ SILVERADO LOT #13 BLK. #18 rnckjww 04 002- 318 Woam, 4EBB "1828-CALI" GAnAGZ 81rINC k RIGHT PAGM WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 9 mm 10/09/10 BCAXM 1/4"=l'-O" spa' WA6 •--FM-12X12 — I—-- 1 — ull --- FM•12X18-----� 4" CONC. a K SLAB ILL w a * 3 12 1,-0. LF-24X24 l 70'-0" 10 ull,�1 r 1 FM-12X18 END I I SLAB 1 I1r I I .I TAO� I I SLAB . I �I I I LLI I� I I I� I' I ILL I •I I I 1 4" PVC CHASET40 _ _ :a..� r TEA — ry I I I "2'-8" *512 s 1T-W 5 3'•0" I I I ro I I � o gl .I 1-EXTEND I SLAB 1 I1 2 ,4"CONC. �, V FM-12XIB 1. I ,SLAB �( x r- Oa ( 312 N ( I T " ILL 2 712 so L 1. FM-12X18 J MC-12X18 v FM-12X18 FMC•12X18 b 4 4 10'-7 T-10" 2'-8" 18'-0" 2'-W 21'41 14'0 4'-4" 39'$" FOUNDATION PLAN SCALE: 11C - 1'-0" SLAB TOP OF SLAB 1"� T-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE « 0'-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION •-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 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. i 1. MNDCATED #5 BAR, BNDICATES N6 BAR, EDICATES 97 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 (05 = 30", NB -361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE 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 VITH A.C.I. 53D•13IASCE 5.13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13IASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" OrC MAX. SEE PLAN FOR WIN SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF, REMARKS Bx6 W1.4xW1.40VER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION VVTH 30' LEG EACH WAY. MARK MOTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. S RT LONG TE-1 8" SEE PLAN 10" FM-12x12 12' CONTINUOUS 17, (2)#5's FM-12x18 12, CONTINUOUS 18' FM-16x18 16" CONTINUOUS Is" - (2)#Vs «0"-0^ FMC-1208 12, CONTINUOUS IV, - O#5's F-24x24 24" 24' IT s s -0•-4" st 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32TBO PH: 40T-7744078 FAX: 4OT-7744078 www.abdeskgngroup.com AA #: 0003325 W L p lu Q lee aysDiv a moat SILVERADO LOT #13 BLK #18 1aMT —13 moDIns 4EBB "1828—CALM" GARAGN ■WMCk RIGHT PAGM, FOUNDATION PLAN 150 MPH EXP. B I AFA*UEar- ELM )cT 042 P101 AND A ABOUCHACR /R NO 93723 P � D10/09/19 8CAIJlh 1/4-=1'-0" anmac ' s1 30" MIN. EACH WAY MONOLITHIC FOOTING Z .t. Z STEEL REINFORCING IN GROUTED g STEEL REINFORCING IN GROUTED •. c CELL SEE PLAN FOR SIZE AND d 2 CELL SEE PLAN FOR SIZE AND •-^ y; d a SPACING REQUIREMENTS ❑ > SPACING REQUIREMENTS P GARAGE DOOR m U RECESS a to Ix ¢ FM 0 8" CMU WALL Oo 8"CMU WALL BARS, E SIZE AS BAR LU 9. O N � = .•I INFOUNDATIONWIRNER TiH 30' G EACH w= w U 0' WAY AT ALL CHANGES IN DIRECTIONS d K-1 N N TOP OF SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS • • MATCH AMOUNT OF CONTINUOUS BARS •I •I CURB FOR ° EXT. PORCH SLAB ISOLATION �i�� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1STORY) • EXT. PORCH SLAB • - yqR SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (,STORY) I�.• . I " (� •" a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '- 7;0• MASONRY UNITS SET AT ELEV: W/ i/2" JOINT (MERE • 8" CHAMFER (2-STORY) kq 24„ W/ 1/2' ISOLATION _ 8" CHAMFER (2-STORY) < APPLICABLE) z SEE SCHEDULE pS Sp" JOINT (MERE �. •? � EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE APPLICABLE) Z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE:34"=7'-a' CORNER BARS DETAIL DOOR OPENING SDALE:34"=r-"' @ GARAGE 3 SCALE: 314"=,'-Ir SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" � LAP TOP PLATE A MIN. OF 47' AND NAIL W/ 1Sd COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT OVER OF WALL WN PLAN LAP TO OCCUR OVER STUD OVER LAP TO OCCUR OVER STUD OF WALL VW PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING SINGLE GALVANIZEDPIPE O a SECURED W/2-PART SPACING. SINGLE BTM. PLATE i/2"x8" WEDGE ANCHOR W/7' BTM. PLATE TO BE PT. W/FLANGE BASE a g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE B7. PLATE TO J Q PLATE EPDXY S-1/2" EMBED. MIN. 18' OC SLAB W/10d MASONRY 4 F LO FOLLOW ALL MANF. qy USP SPTH4 OR SPTHB BTM MAX. NAIL 76" O/C STAGGERED. �y SPECIFICATIONS FOR to AND TOP PLATE ANCHORS W/ ADDITIONAL METAL 2 m USE AND I.d x 1 1/7' COMMON NAILS T-9-i CONNECTORS NOT SECURE FLANGE TO `- m PREPARATION OF FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO UPLIFT IS PRESENT. BEW/(4) 1!4" X 2 1/4" TAPCONSSEE Z HOLE. 10d x 7' W SLAB SCHEDULE SEE SLAB SCHEDULE o ¢ �O� a, QQ TOP OF SLAB • TOP OF SLAB ! • .' 4" CHAMFER (1STORY) •; e" CHAMFER (2STORY) °�=• . ;�• _ 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 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION 8 WOOD WALL 6 7 SCALE:3/4•=r-a' (NO UPLIFT) scALE:3/a•=r-a' SCALE:3/4"=1'-0" (W/UPLIFT) LAP TOP PLATE AMIN. OF 48" AND NAIL W/ led COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4. O/C STM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE ' PLANS FOR SPACING. SINGLE BTM. PLATE TO BE P7. SECURE BT. PLATE TO p TOP PLATE PROVIDE DBL.1 MASONRY N41L SLAOfC NTA wU. °0 6" STAB GGERED ADDITIONAL METAL R CONNECTORS NOT Q y 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z • POURED LINTEL CONT. (TYP.) :, ��e•. 8" CMU FILLED CELL (TYP.) '-�-T• TOP Of SLAB SEE SLAB SCHEDULE I�'�r�—+--.—. / - .' . 2X WALL FRAMING i SEE SLAB SCHEDULE 1/2" DIA. USP 725DSD BOLTS S" TOP OF SLAB A• _ ? ♦, 'ISOLATED" COLUMN PAD CENTERED UNDER WALL AND MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX •' • =�-� POURED MONOLITHICALLYVVITH ° y • - - _ FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .�.,`, FOR WxD, BAR SIZE FOR WxD, BAR SIZE ,('/AND BAR QUANTITY AND BAR QUANTITY L COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL COL. PAD BLOCK WALL CONNECTION &20__�AND SCALE: 3 a =, -a 11 (NO UPLIFT) SCALE: 3/4"=1'40' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com L AA N: 0003325 pip a a r W � 4 0 1 p 6 avaaiv. ae Loan SILVERADO LOT #13 BLK" #18 1pqwjwTIp 4 8. - 18 �coasss 4EBB "1828-CALI" GARAGE DIFINGS RIGHT PAGIS DETAILS 150 MPH EXP. B A CHrt T- r 1 20 ROUND A ABOUC AW AR NO 9070 F'PIUNT 10/0977 IBQAUM 1/4"=1'-0" 9t IN= S1.1A TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK GROUTED BOND BEAM #5 BARS ,Ell p CLEAN OUT REQUIRED FOR INSPECTION .A '•' I TIETVERTICALREBAR 4" 2 TO HORIZONTAL . '..4.: REBAR W/ 10' HOOK `•— BAR SIZE 148 BAR DIA Z W #3 19, U #4 24" #8 3T #8 38" HORIZONTALNERTICAL #7 U �� REINFORCING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a} SPACING REQUIREMENTS �t m U fail Z 8" CMU WALL o m� n B.-0 TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE Z W .4 4 • " BAR SIZE 48 BAR DIA > + : - 4 EXT. PORCH SLAB 4" CHAMFER (1STORY) ,g, V • 4 ! 4 JO 1/2" ISOLATION 8" CHAMFER (2STORY) JOINT(WHERE • #4 2C APPLICABLE) Z_ MATCH STEEL #S 30• 8" PVC CHASE M REINFORCEMENT 36„ THRU FOOTING PER SCHEDULE PVC CHASE THRU FOOTING #7 42 MATCH STEEL SEE SCHEDULE REINFORCEMEM FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE GPRU FOOTING SCALE: 3 4"=,'-0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 92750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.eom AA#:0003325 y � t r 8 C4 O svimDzv. a L In SILVERAD I LOT #13 BLK. #18 1pmJwTlp 41 .002- 318 KODaI- 4EBB "1828—CALM" GARAGa .VDICk RIGHT PAGZ: DETAILS 150 MFH EXP. B S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HOG NABS, WOOD TO WOOD: USP RT1 SA OR LUGT2 W/ 1 Od x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE VWTH 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. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WANDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING IV). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN VNLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER a 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WDOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (t SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB! MASONRY 300D 8x8 (1 #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `I/S�MSS SAFE LOAD -POUNDS PER LINEAR FOOT �6'`6S6S SAPS AD *►- `► ""#" SAFE LOAD -POUNDS PER LINEAR FOOT TYPE "m vuso 4FM4a fbd 2P2445 #P14a M6i4a TYPE __I — "["Ll TYPE I 4P147 1 WUM I 4FWU 1 *310 1 ~T I F►tt Ilgitt LENGTH NUS " (N') PRECAST 2231 4W M PRECAST 1600 4W (649 PRECAST 166E " (84.) PRECAST 1217 S-ir (7W) PRECAST 1002 Sr (76') PRECAST rr On PREDAN 743 Sr (112') PRECAST 654 1Sr (136) P116G18T 475 1r-4' (136') PRECAST 302 I" (W-) PRECAST 3F7 1F4' (1mr) PRECAST INS 14W (155'i PRECAST NO 1t4r nm PREFIRESIM N.R. I" (Im PRt0L7RE00® MR. ir-C On PRMMMM NA I" Mn PRWRMW NA 211 (2M FREfIREERC 0.0. 2Tr pM9 PRESTRESSED NA 24W PRBBTPt§MNA 00�0000 0��000 DODGE©00 00�001�1m ©�OIDIDE00 ®os:�vo1©0 m®OE0�100 NEZMEZ311MIN m©DO©E©0 m©ODOCrl!1Cx'1!! E17m�0E©©0 O�OG.7000 0El©Elm©�EE70 El7E»�IiL:.7000 OLEO©000' 0EE7E fE 7oczm E70 00000100 0000�00 00�00�0' 0�0��00 EE©EElr7 EEC EEC! E>v EIi! EIr7 E�D�ILc70�m EEVE©�EE�O©0 ©©Eir7©©©EO EL71L7��0© s..7EI�7E�E©EO©0 �0©tom®DO ©©©©SEE®E>C7 �©�E©EE�Ei'7EirE (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTgRTE MAY2016 [STATION -ALL PRECAST PRODUCTS ARE TOM INSTALLED PER MANUFACTURES SPEGFICATXM Tr (4n PRECAST 1025 1 104 1660 3W (4r) PRECAST fr (46) PRECAST 766 WE 1309 Wr (4r) PRECAST C4' ("4') PRECAST 652 6B1 107F 04' (64") PRECAST Tr (04') PRECAST 411 411 TO Tr (M") PRECAST V-I(r (TO') PRECAST 340 80 616 S"10' Mn PRECAST Tr (709 PRECAST MY 721 40 S6 (76') PRECAST r4" (S07 PRECAST 4W 5114 383 rr Mn PRECAST Sr (112.1 PRWAST 326 512 2F0 S4 (112') PRECAST mr (1291 PRECAST 294 401 160 1Sr (12r) PRECAST IT-4- (13T) PRECAST 210 462 154 11'-4' (131n PRECAST 12W (14C) PRECAST 244 402 137 17r (1M PRECAST IT-W (16n PRECAST 217 324 110 1SW (IWI PRECAST 14W (1a) PRECAST 206 283 100 14W 06n PREC/IB'T 14"4' (176') PREDTRE NEED NA 254 S1 ur (176•) PRE I" (164') PRE6 NMM NA 266 83 1" (IM PFMTI 1r-4' On PREBTR721SE) NA 194 64 1rr Wn PREPREDIM 194. Mn PRE NA 148 52 1d C mn PRE6111MM 21W On PEUROM NA 126 42 21'4' p069 PRIG 22W PM PPEffnM ED NA 116 40 22W 04') PRE0IRESB® 2e'r On PRESTRESSED NA 91 SS 21W (306') PRE51R� (#) Tiff NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEETORE)(CEED VALUES STATI3MASOVE PROVIDE M681SJL1 rOP DEAR6X# PAST EACH SIDE OF WWOW OPOINS PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 16-0126,03 8F18-iT/OM/OB 8F18-1T/0M/0B 8F18-1T/0M/0B 1 1 % I 1 1 1 % J 1 1 %% 4 1 1� �� I 1 4 1 _ __ I I 1 'I 1 ,% , ,% , I 1 I 1 �% I 1 �% ♦ 1 � Y 1 i I 1 � 1 1 � I 1 I 1 1 ( 1 1 � I 1 � I 1 � 1 1 � 1 1 � 1 1 I I 1 1 � 1 i 1 1 1 I I 1 I� m 1 I 1 1 I 1 1 NO, PROVIDE BBi WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-8", UNO. I E 1 I 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 1 1 1 1 I 1 1 1TOMOB I 1 1 1 1 1 1 1 LIFT BEAM PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesWWoup.com AA #: 0003325 C • C 0 s sVSD1V a 1,oT2 SILVERADO LOT #13 BLK #18 PIEOJEC'1.111 4 28 0 2- 3 81 MIDDEIe 4EBB "1828-CALI" CEARAGIN 111ITfUCCE4 RIGHT PACEEs LIFT BEAM PLAN AND NOTES 150 MPH EXP. B AFK*CrF T STATE OF FLORDA CT 1 0 / /� �ABGIC� CI D TA 10/09/19 SCAM 1/4"=1'-0" stEEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ IT HOOK 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' ,. M\r . O 0� Goa PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 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) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE MATH 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 18' DEEP. ADTH 1 / /—# OF #6S, IN 2ND BOND / BEAM COURSE NOMINAL - HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM THAT XFXX - 1 T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST •319 WINDOW 4. SILL Z 6 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. B'k8' m �yi116 BOND BEAM J� 1#5 TYP. 8'k1 6" jp BOND BEAM 1#6 8x18 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM P WI(1)#5 BAR .*; BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF 8 NDD OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" OREf%. El BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS mo . PRECAST HEADER(MIN) — 2x4 (MIN 2X 3)1-3115 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1 /4") 6" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X8 (MIN 2 X 3) 223116 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 2X3)2-SITS Ij 07 TAPCON OR DRIVE PIN (MIN 11 SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2- SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ ,8" O.C. MAX. MIN 1-14' MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=,'-0' SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOM INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 16 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' 3.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774-4078 www.abdesigngroup._m AA #: 000332-5 2 IL DI S) O 0 W s IlPfle F F. sysasv. & II.. SILVEftAD LOT #13 BlK #18 P%WJWT 4 28. 2-13 MODENU 4EBB " 1828-CALI" OARAOR swats RIGHT PAGIM DETAILS 150 MPH EXP. B nATO 10/0171; OCAM 1/4-=1•-0- WHRT s2.1A FRAMING NOTES: i . 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 1 V2" HDG NAILS, WOOD TO WOOD: USP RT1 BA OR LUGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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 P81536, .177" " x 2 718" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A24 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 TOA STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ci Cs: 1A CiS 3.1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. 3 9 5 .0 lily, '— --- C �_ 1 1 1 oil 1 1 1 1. _ 1 �1 i 1 1 1 -- - -- - - - - - -- -- - 1 1 1 1 1 FRAMING PLAN SCALE: 114" = V-0" CJ1 CJ3 CA 7A L J m A LW Lrw 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWWoup.com AA M: 0003325 u 0 ♦r1 V BUDDIV. 88 X.CM SILVERADO LOT #13 BLK" #18 PROJWT# 4 2-311 4EBB "1828-CALL" GARAON BVFDN3k RIGHT PAGa FRAMING PLAN 150 MPH EXP. B OCT/1 0 ROUND A. ABOUCHACRA AR NO 9072S J DA-m 10/09/19 BCAIM 1/4"=1'-O" .8t4>mT S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO " SHEATHING TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" 70 CONT POUREDTAPCON POURED LINTEL (9) A-(1)USP HTA16 TRUS7kFOR 10d x 1 lQ" TO TRUSS. # 1900 UPLIFT (2) USP B-(2) USP HTA15 TRU(9) HTWM20 INSTALLED ON 10d x 1 1/2" TO TRUSS176W OPPOSITE FACES OF DBL STRAP, 1 EACH SND BLOCK WALL W/1010d TO OVER TRUSS (NOT SH TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT lx2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED WI (3)10d GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED WI 10d TRUSSES 0 24" C/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW ANDAPPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LSS, L:710LSS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECT0R(S) 8CALE:3/4"=`-r (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSESWHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3)"X" BRACE SECURE 2xS PT. PLATE 01 -X. BRACE 0Z CENTER TO BLK W/ 10 DIA (2) .X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY B' SEE ARCHITECTURAL MIN . EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED I. (2) 10d1s @ EACH TRUSS TO BE INSTALLED 10'-P' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0' ,/---NOTCH DEPTH 1/4'D //--HOLE EDGE >5/8" / /--I1OLE DIAMETER 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY EDGE>S✓8" BTM. \� II I �<315*0 DLE BL STUD ETER PLATE STUD NOTCHING AND BORING LIMITS 8 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS SCALE: 3/4"=l'-0" PRE-ENG TRUSS CONTINUOUS BOND BEAM `— TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=V-0" 3" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 as "o g sysaiv k Lot! SILVERADO LOT #13 BLK. #18 PlWJE CTI1 04 2 .0 2-13 81 HOMMA 4EBB "1828—CALI" GAVAId15 BlVD4 : RIGHT PAOI DETAILS 150 MPH EXP. B 19 1 Dw10/09/19 sCALM 1/4"=1'-0" sprmm S3.1A.00 Ilk. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2xe PT. PLATE TO BLK W/ TRUSS PLAN o. W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 8" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) lWs C EACH TRUSS TO BE INSTALLED 0 101-0' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=V-0" ll N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FA%: 407-7744078 www.abdosigngroup.com AA 0: 0003325 C lu OMoll 1 91 aI:IIIIL 111110: SILVERADO LOT #13 BLIC #18 PRO"' 041 8. 0 - 81 acoasrj 4EBB "1828-CALI" GARAOE swDTG4 RIGHT PAGE: DETAILS 150 MPH EXP. B 10 DATM 1%1 19 SCALE: 1/4"=1'-0" wimmm S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-V' TO 30'-W (1) "X" BRACE 30'-1" TO 80'-0 (3) `X" BRACE PRE -ENO GABLE TRUSS (1) "X" BRACE CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -I FROM CENTER TO END, UPRIGHTS OVER 4'-10'HIGi (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA NECTION PER WEACHTRUSS SEE ARCHITECTURAL SS MFG. 2x SECURED W/(3)16d OOD GALV. COMMON NAILS. " O/C, 1x2 SECURED WN 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12' O/C SECURED W/ 12)12d's 0 MASONRY BOND BEAM EACHTRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS DW/ HIP RETURN SCALE:3/4"-1`°" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAT: 407-7744078 www.abdesigngmup.e m AA M: 0003325o pp h Pi Q NJ NJ YC p lej4 1Qi 8 al C e C oulwiv. ae LOan SILVERADO LOT #13 BLK #18 1pnoa " 41 - MODZ l 4EBB "1828-CALL" GAVLAGZ SWUMt RIGHT PALM, DETAILS 150 MPH EXP. B DATA 10/09/19 WCALlh 1/4,=1'-0" SUMN S3.1C F OPBLE-END -ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 •33.53 PSF (43.53) "A"- 4'-O" END ZONE DISTANCE BASIC VIAND SPEED: 150 MPH WIND EXPOSURE: "W RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DMPHIMGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/1B' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 0' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE N4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2IW OA20' 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 2 U2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-16N EXTERIOR GW ATHNO USE 1/2" COX OR 7/16" 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 e" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS G 4" O.C. TOP & BOTTOM EDGES W. Y Z y U J 2 i CD z . v m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS wnnc aucnTTalur mi __-_-' i1 �---�,-BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE ®4D FRAMING Bd RING SHANK GUN NAILS 6" O.C. IN FIELD"` Bd RING SHANK GUN NAILS @ 170.C. IN FIELD or 8d x 2 V7 SCREW SHANK PNEUMATIC SCREW -NAILS C 170.C:1LJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND S1TE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW R TUGS. APPLICABLE BUILDING CODE STANDARDS: FBC2017, 6th EDITION AG 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AG 530.13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NOS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCH TECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEGOVWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWNGS. 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 pef TOP CHORD-nonconauaent 10 psf BIM CHORD-nonconcurtent DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W W GYPCRETE) 10 pet BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: t Opsf ALL AGGREGATE USED IN CONCRETE 814ALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE3/4'. PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH ORWFATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CFWAFFRED 314". PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE L1119RALL SUBSONGROUD WHERE INDICATED ON DRAWINGS. SEAMS LAJ'PED B INCHES AND SEALED ANTH ADHESIVE TAPE FORM -WORK FORM -WORK, SHORING, AND BRAG NG FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTI NOS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. EXCLUSIONS FROM THESE PLANS: WATERPROOFl W, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL DEPENDIN ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O- OC, EACH WAY, REINFORCING STEEL' REBAR SHALL BE ASTM A015 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DAG RAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' 115 BAR - 39' 07 BAR - 42" PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PRE NO, 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: GSOCIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN K' OF HEARTWOOD MINIMUM NAIUNG PER FBCR 2017, OUT EDITION SEE NAILING SCHEDULE ON PLANS. PROVIDE SOLID BLOCKING UDDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SWILL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: T D AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR O BE DESIGNS TH LUMBER AND ITS FAS NING ' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND STRESS -GRADE TE S SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A445, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL?LATE-OONNECTEO40000 TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQU RING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS$.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND DEAD LOAD SPEED =160 MPH 3- SECOND GUST V ..," "V^V ra RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ONTHESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) 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 WITFIDUT STORAGE: 10paf, 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: 30paf, 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: 200paf, GUARD IN -FILL COMPONENTS: 60paf, PASSENGER NTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pat �NW/• PUN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH TEE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE CT. MANUFACTURED IN CONFORMANCE WITH ASTM C410, GRADE f'm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W NO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7AO COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM HE FOR RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E E WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT WI ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'LSP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG FOUNDATIOW SITE PREPARATION: "OR "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Psf, FOOTING BE MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR VERTIALLCAL PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS PROPOTYPERTIONED EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE M0. SHALL BE 3I8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO REMOVE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE W TH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS CELLS TO BE FILLED. THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEERTO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STREN GT14S AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTEPRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO CONCRETE PLACEMENT. CONCRETE SLUMP SINFUL NOT EXCEED 5" d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOUIRBMENTS OF ACI 301 AND ASTM C940R MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM INHBN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES IF FOR AW FFASON THEE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINIMS, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL SEAS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUWATIONS) B FOR CONCRETE EXPOSED TO EARTH AN IORWEATHER 1-Ur FOR #5 AND MO LER Y FOR #8 MID LARGER C. FOR CONCRETE NOT EXPOSEDTOVEATHER 314' FOR SLABS WALLS AND JOISTS 1.1/2' FOR BEAM AND COLUAN PRIMARY REINFORCEMENT, TIES STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECT ON OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B. Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 Mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Big TYPE BPggNO REMARx9 APPLIGTON 912E TYPE BPAONO REMARIfB PT-NaTo M/SONRY/GONG. 00.8E INfABIm COL NWL 11?LONE. B•QC OMIGEWMi SDCN TOIM80NRYO. IM•g0. NO WASTER TAPCON M�8SIRY FPSTEN62 B OC 2•EMBEO.,YENOOST. ?EOBE.- BOO. K.IXT DOORS ix IT SEENOlEB 00.9E HAFmBi®COL NNL 11?LOq. 9'O.0 STAGOFAm WWOOWxJOOR/FA Eo INTO MAmNtYIOONO. .-I-AICI( TO MABONRYIWNC. 'I-- WA81H2 ExPgNBION30.T z4•oc VEMBED,<- BD04f., 9'EOGE q9T WWDOW SING C/BE HARDENm COx a"O.0 WINOOWACO ABfENm METAL -TO CONTACT THIS ENGINEER FOR SPACING ix PT,3EEN01E8 Na 11IY'LONO. SrgOOERm wro NwmNRYrooNc. MAsoNITYic.... REQUIREMENTS EXi. BWINODOOR 0K2x PT,3EENOTES (2)3n S'q4 NO WA91Bt TgPWN' PASTIER 13.0E n.emem,SEND ,1 'E00- NONdEAAIN3- WALL TO GONG SWAB 1/Y" E%PANBON r,._ I VEMBEOP WiVMBHHi BOLT OST., 3• EOOEgeT. PT"0.198°PAFT214Y B•OIC 2•ENO. OeT..III STEEL NL.,3EE W/ WgSNFA STgGOHtm EOOE ber. NOTEB bNO 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATOW 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 8. NNDOW ANO DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDDW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7744078 FAX: 407-774-4078 www.abde$lgngroup.com AA 4I: 0003325 � K L g O ounDiv. as LOT11 SILVERADO LOT #13 BLK #18 PSC RDJTIV 4 28.00 - 81 1Loa3ic 4EBB "1828-CALI" GAI.AGS STIIFINM RIGHT PAGE: DETAILS %150 MPH EXP. B DP TM 10/09/19 SN1