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HomeMy WebLinkAbout35521 Stella Vast Dr99 91828-4EBB-CAL19 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 ALL WORK 3HAu- 4 OMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE 0 CITY OF ZEPH RHi° PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .no= CM& ggHpX ` � w • AM 1AM AM STATE WHIS •OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB MIN. INTERIOR FINISH - CLASS B *BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH 'E(P03URE _ B I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL, AND STATE CODES ABV. ABOVE AD ADJUSTAITIONEJG A/C ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. CL CB ENTERLINE CAB. CABINET CLG. CLEAR CLG. CLEAR Corlc. CONCRETE CPT. CARPET c.T. cERAMICME D. DRYER DILL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL OF. DEEP OR DOOR D.S. DOWNSPOUT DTL DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR P.GJFX. FIXED GLASS RG. FUEL GAS FM. FINISH FLR. FLOOR FLUOR FLUORESCENT FR DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G•F.1. MORUPTER CIRCUIT GL. GLASS GYP. BD. GYPSUM BOARD H.O. HOSE BIB HH.C. HOLLOW DR. HEADERCORE HOT. OR HT HEIGHT NT. M OR ULATION LAV. MUM. M.C. MFR MIN. MT. MTD. MTL. N.T.S. O.C. PL P.O. PH. PLT. PLYWD. PA P.T. R. RAD. RA.EF. REF. RM. PLO. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIN. SL. SL.GL. STD. SwS TEMP. THK. T.O.C. T 0 T.O.S. Ty?. U.N.O. . W. W/ WOW W/H W.I. LAVATORY LUM MEDICINE CABINET MEDICINE CARNET MANUFACTURER MINIMUM METAL MOUNTED METAL NOT TO SCALE ON CENTER ER PROPERTYLINE04AW PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN RIGERAAIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR WASHERROOF WITH WIND W WATER HEATER WROUGHT IRON DATE DESCRIPTION CD�g D ARCHITECTURAL SHEET DESCRIPTION OV" 2on R!C UPDATE PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2C—ELEVATIONS "C" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL 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 OVI6/l8 CpSpp.Ep OMM SU)NGELEVATIONBADDED 03l/6/18 CD'SRE-ISSUED FOOTNGREvh31ONPMtiSOE8 06414 CDsRF-WED O1/" ADM qWRO-08 FOOTM AT GARAGE DETAIL (FORT MYM) 02M/A PLA4MANnK4NM 00M IEVISED LWEL 60 AT FROM ENTRY DOOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04024," ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UALL BATSON !MELD.) I SQ.FT. CALL. S 04Q4AS REVISED HVAC YOUPES ON SOFT CALC SCHEDULE MELD) O6)0A9 ADDED 'EXTEMORMONO DEEP FOOTEWDETAIL kRUA(ORL) LKINdi 1,828 ea FT GARAGE �� 8GL FT. a1TRY 16 86L FT. LANAI 88 ea FT. TOTAL 2,362 Bp• FT. 064M ADDED LED LIGHTS. KITCHEN 4 BATN PER MAR, DOORS 01ASA9 ADDED STONE OMIGN ELEVATION C 4 D (TAMPA) Og g ELEVATION V SIDW-ADDED LOUVER s GABLE ROOF ADpEp oPr.6,-o.� OIADVlO REPLACE USP CONNECTORS UNT14 WVSON C N ECTORB 0410M WGE ENKAVENT RAOM PLAN DPW01ON8 04/0900 OPT• W-O' CLG. HOT.- ADDED LED L*W IN FOYER C4/ftW OPT. B'•O' CLG. NGT. ELEVATION 'C'• ReVI6ED HE*W OF AIRr"Y a/"no ADDED ELEVATIONB'L' 4 Tr roRu STRUCTURAL SHEET # DESCRIPTION CbV4R0 ADDED ELEVATIONS Wm'-W'N'-YD' (Of) PG Sl—FOUNDATION PLAN PG SlAA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.lB-DETAILS PG S3.1C—DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING PET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP 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 ONBTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 74 �m 0 r !;�40D NJ suDDIV. de TAT SILVERADO bQT #28 BLK. #18 PROJECT 04128.001-28181 UODW.0 4EBB "1828-CALI" GARAGE sWiNG: LEFT PAGE: COVER SHEET 150 MPH GENERAL WM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDSORNE 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. STIE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8, EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIR 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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL OOVERI M 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FROM i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FILE REEIBTAIRCONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH tl2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. M N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.00m AA #: 0003326 io 0 BUBDIV. Olt LOT: SILVERADO LOT #28 BLK. #18 PROJECT 04128.001-28181 MODELa 4EBB "1828-CALI" GARAGE 9WIMG: LEFT PAGE: GENERAL NOTES 150 MPH aA NO D � 6/09/20 SCALE: 1/4"=1'-O" aIiEET GN 99'-A' /ff ISCIFI . � o � I '11 � amp o IV, 1 I II m mi � 0 • Q • AS REa o m PER GARAGE 0 . p FOYER p :vI'/l o TRANS.��� m ARCH ml — �iall1t111° El 1EGRESS o11�ER��L° ow al�li�EEllo - I°II��Iio i �� KIT. CALL. S LIYMG 1,828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 $a FT. LANAI S8 ea FT. TOTAL 2.362 $a FT. ca�nlell AtD cLAoOaq MBD 10108 a1BID aaw ®rDsaE FaR a eBogo Gus1e 01T Ra!E IQE 101if1 MKB0111)(b M MO E FOQTAXAEOz MIN. WINDOW to y 24/-33 CRITERIA EXTERIOR SWING 18 5 241-31 DR. MIN. CRITERIA 5C3D. MIN. 41 5 23/-2S CRITERIA 16010 O.M.D. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = i 018 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODO'IED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. l� — TOP PLATE 9 M BAR DETAIL (-A-)BAR 1/1'.I,-0 1/1•.,.0. @)ARCH DTL. SCALE: 1/2. I'-0• FLOOR PLAN SCALE: V4' • I'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 15ETUJEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THIGCNESS, SOLID OR HONEYCOMO-CORE STEEL DOORS NOT LESS THAW 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigng:oup.com L AA A: 0003325 file 9 9 r as B: aysDxv. as I.oT: SILVERADO LOT #28 BLK. #18 P1ROJ=T# 04128.002-28181 1LODZU 4EBB "1828—CALI" GARAGIB a WU;G: LEFT PAGZ: FLOOR PLAN 15VWH A. I ATzB 6/09/20 1 aaCAL111: 1/4"=1'-0" 1 MAIN RPM i DECOUTIVE HUTTERS OR ( _ Tom► ��I �� ■ �� I�I I��■ � I I I I �� gTTITTp�� FRONT ELEVATION SCALE: 1/4 • F-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOICR R103A OFF RIDGE VENT I�b "t 0'-0' FIN. FLR dR 0'-0' FIN. OFF RIDGE VENT AREA OF ATTIC 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA • 2364/30D = 7 68 VENTILATION AREA SO, INCHES PER FT.(144) 1334.72 SQ. IN. MIN. REQUIREDVENTILATION • .5X 113472 IN UPPER PORTION OF ATTIC - 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = US SO, IN, PER VENT 56736 /115 [TOTAL*OF VENTS REQUIRED = 4.43357 TOTAL #OF VENTS PROVIDE 5 •AREA OF ATTIC IS THE PERIMTTER OF THE HOUSE. LESS THE OVERHANG lFYTFRIT]R (% WAI I TT] FYTFRITIR (IF WAI1. N[1 TWFRN4NfiC INfi INFf11 j,8'-8' BRCS. HGT. I OR w- ME] lls WA ARM EMIMM -111111MILM] OFF RIDGE VENT LEFT ELEVATION SCALE. 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-8' 5FZG. HGT. ;t i- iv 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1'-0. ��a'-e• EiRe. HGr. _0 '-0' FIN. FLR DECO. DTL. (-A SCALE+ 1/2 • P-0' -O' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-774-4078 www.abdosigngroup.com AA M: 0003326 y� Mal SILVERADO LOT #28 BLK. #18 PROJECT 04 28.002-28181 MOaEIU 4EBB "1828—CALI" GARAGE MIXING: LEFT PAGE: ELEVATIONS NCTT V.150 MPHII!B 5 DAA'M 6/09/20 RIGHT ELEVATION sCAL.E:l/4•=1-°• d SGALE: 1/4 . V-0' TEXTURED FINISH A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� c&v OUrLET w AMP 6Nr4.a F o i IOV OUTLET Ivv OUTLET N OF CUTLET upw TO 6WTOI GPI NOV OUTLET SOUIFM Y INW PALL HVNU•TIR (TAMPER RpNTANr TY)7) a@ 220V OUTLET (4) WINE CONNBCnOU —FF- II!• rt3- GN MIT "Tolormor o2nAT aftam FAULT MNaU•INe 6WTCH SWITC14 5-WAY OPER W4 SWTOH 4-10AY OPER Ifl �! LENT CELM LIGHT © LED CL6 LIGHT LED VAPOR PROOF LENT O VP VAPOR PROD, LIGHT ORTOE&6LC CAN VENT. FAN I CPM MR «a. FT. VANS. FA/ 111'LIGNT I C11'1 PR 60. A. V C taPec'& Tao by WLOM ® ti :-alas NWAI• AR01&O ( ) AROUNDrein MlRJ FLUOIa&cea 4'R.UOIW6L71T p� 3Ga TRACK LIGHT PANEL MR'TER OSD. wim CETecrOR rs=f 1 WALL MOMaD 6MO X Cl1lGroR MAILEAot,rr YILH6I�A@ ®8/GO e1"01° DETEctaR own CON&O &WALL aE A ONTANCE OF NOT L06 THN 4• FROM 04LL mmwa Low NATURAL W,6 OUTLET ► TW-W%I" JACK WATER MATER DrocO&Ecr Aw PRr.Gr&ECT &a Aar ON rl_1 TlUXVWO( JACK TO M 6UPPORT10 N O J.aox ACCORDANCE WV EON MARKAW AS MUCH FOR L 80 caLN& FANLawr To M SUPPORTED N ACCOMANCE WW EON MAIEW AS SUCH FOR �nan 24, Nurod&u+r LOOT 6TRP nn�ca M<• INOANDESCENT LENT GTRP nnnn�nnnn N, DLNplecOT LONT 6TRP FLOOD Laver OPT. eacvwx 1MYRAD • PD. FU N-DATON FOR O(Mes Wa FOR • LOCATION OF TV JACK& A PHONE OUTLETS 4 PA46 TO M VNNFIROI • HOMEOWNER PW--4"TPLbCT10N MEN• ALLT� 20 AMP ERANCH CIRCUITS TO RE ARC FAULT PROTECTED PER ELECTRICAL PIWASIOM or mm &TN EDITUd (]OIV . Faye 2HrFG 7AIA EDITIaA • 20 AMU• DEDICATED LAUNDRY 0IEC0I1 • GR • ELAND (NOr ON KITCWIN CIRCUR) • ONNUAMOR DI6CONECT TO RE LOOGOUT N PANEL • BATHROOM E)6WUST PAN TO HAVE MN CAPACITY OF w Crim 1�� PER ELECTRICAL PROVEN" OF SECTION mwdrLs • LAUNDRY ROOM I�lPTACLL MMLL EC GRO►O FAULT CAEDIT-MERE eA rin PROTECTION FOR F'EIYONIL ON FREDE6& • W O MCTIgD WALL Os NON METALLIC CAME PER ELECTMCAL PTEDVIMCN& OF FROG &tN m [2AHM). • ALL WOW TO COMPLY URH lfflgCK PRONNONS OF TIE ATN to f2EM1 • KL LAMP& &HALL as &[LaCTEO EY EWILD[! AND TN t7 LIOHTNG MUST aE E.EREY WDlIC1E4T TYPE PER a LAN LIVING ROOM PRE -WIRED` OWSSU TES GLG FAN ''PRE -WIRED C•' / J CLG FAN GF1 , PRE -WIRED �\ \\ CLG FAN \ 1 DINING i m I ROOM 8D. I I I � I 0• I WI•C• BDRM. #4/ Dm u°__�I � I PRE -WIRED V f..! CLG FAN I IRA QD Imo/ I I —l—,I I BOLLARD / AS REC2 PER DLDG. W,ql-L MOUNTED CODE LOOT W/SWITCH IN ATTIC ISM OUnET� METER FIELD TLESS FIXTURE vERIF7 LOC. IL �y� �� ZQXR IRRIGATION OUTLET • 48' APP. . GFI .GARAGE 1 oe --------------------------- OPT. COACH LIGHT ITCH IN �01 ELECTRICAL PLAN SCALE, 1/4' • I'-®' `HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM.#3 / PRE -WIRED CLG FAN i \\ BDRM•j2 PRE -WIRED PD CLG FAN FOR CEILM6 MTD. LIGHT TO DE METALLED, PROVIDE J-BOX FOR I OPT. FAN I - I I L I I I LED LIGHTING C�? SINGLE LAV. M BATH •2 I I I m I I I I L 1 I i I ® I I I I L I I � I LED LIGHTING C DOUBLE LAV. OWNER'S DATH ®EErm�.-:IEE�E.7Eu EEaEE��_EEEEEE<•EEEE� ®EVE0�Em10 E®aEo�mE© �!•©�©�© o ®EO�FUu. a®EvaOC�T•:�OY aa�Y aaa® �a HEM ®am��m_EE�m mEE�oaE® �Omw'�" •�Om m E®OmEOm E�E��EDOE® WWWM�W�J—�WaaaD�WRLIR WWF.�aaC::•>•....L �'z.i:�maa�aao� �mma�_��o Eao�mol® a�a�EaM.T::�Eaa�E:]R �aEaa���WEf� aW.l•WWah.?)♦yT_�iin�iAWaaa� !:1•�•3���� SIMENNINE • WWWM��rT��E)• ��AERE7'�WW�� l.7WWa�e7�WWaR�aEa� E>•�T��aaREaaaaEE �aA�a�T�W�E® © ©� EDEEaaaal�EaREEaREaaEaaE ©aaaaaalT�aaRE�� ED ���' �ommo^ CU, THEN • w CU N V OOTOUIT OR D w Cu N 2' OO(DWT. ER9NATL AaOVE SOFMT • OVER MANMU 150 AMP ELECTRICAL RISER NOT TO M.ALa. COMI NATWN SERVICE LO AM! OWCCNECT SWWTCH AND L&V140 N MATEEALS AIO NOTALLAnOM SHALL M NMA M NICLOM!! IPAHQ COFlLY SRN ELECTRICAL PROVO" OF THE ORMIL 1H l Ei LOCKOO OWES .YID , ALL LOCAL POEM COMPANY REORmilim . —n IL ALL CONDUCTORS SHALL M TYPE TNNm1W UILM NOTED OI/ERaSL 7ELAFN0IE &aWVICE ANrRMUCA wu&re(r POIEI& earPANr TNMNAL AT LOW VOLTAGE CON SOTIO6! C0G40 VOLT, I PNAM I R CU SERVICE OROU D CONNECTED TO :L PROVIDE & 9 COPPER fCW N CONCRETE ENCASED FOOTER STEEL PER T SO PVC UT CONDOR PROVIDE 6 N 2" PIA SOEDULE M PVC N.ECTR CAL MWVRIOA OF THE BN2LMH @IL L IRVICE is PROVIDED OY THE r. GOCRDNATE WTM THE ELECTRIC SAD" DIA x & FT LCM COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003328 M q m a R7 0 UNDIV. & LOTS SILVERADO LOT #28 BLK. #18 PROJMCT# 04128.002-28181 1[ODELA 4EBB "1828-CALI" OARAOR 8WINO: LEFT PAO14: ELECTRICAL PLAN 150 MPH B 15 MCA=. 1/4"=l'—O" al�aT E1 2' VTR i i� IR' 1 t 2% LAV j4 17 3' I I 3 I� I I 2 sHwR v2' 2 WASHER el J KITCHEN 2, SINK wi AUTO VENT j'ina 11/2,�f2�1 I LAv PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. I/4 " P-®' TO 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 J c a slunDIV. ae LOT SILVERADO LOT #28 BLK. #18 PROJECT* 04128.002-28181 MODEIi 4EBB "1828-CALI" GARAGE 8WtNQ: LEFT PAGE: PLUMBING PLAN 150 MPH B aA NO D ATZT 6/09/20 SCALE: 1/4"=1'-0" sz;Ea'a' P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL BE F'ROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 01 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEUER 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 FBC 6TH EDITION 0011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 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 CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (20M) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF Im DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX EL501118. 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 O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT ED PASS-THRU AIR GRILL NOTE: ALL HVAC TO NAVE PROPER PAN$ W/ DRAINS SECURE STRAP TO CONC.-­, CONDENSER ATTIC W/ (2)-3/161X2" TAPCON$ UNIT SIMP80N WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ 19XI 1/4' BHT. MTL. SCREWS e2) SUCTION AND LIQUID AIR SUFIPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' DIA OVER HEAD 12' FROM STRUCTURE EYAP. TRAY y PVC SLEEVE TO LINER BELOW BLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013A HVAC DRAINS 1E:o SCORIATED NICKEL BRONZE FL. PL. � FIN. FLOOR OR WALL COUNTERSUNK GA. PLUG � SEE SPEC. BRASS PLUG F I T TI NG OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FIN. GRADE OR PAVING 1'-8'X8' CoNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REMIRED nFL00R SLAB CLEAN -OUT (TYPE nEXT. GROUND CLEAN -OUT (TYP.1 MECHANICAL PLAN SCALE, 1/4 - I'-C' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION. 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.sbdeslgngroup.wm AA N: 0003325 94 x (� b b mumm ►. ae 7.0 SILVERADO LOT #28 BLK. #18 PROJECT 04128.001-28 81 MODEL: 4EBB "1828-CALI" GAP.AGZ 811MG: LEFT PAQZ: MECHANICAL PLAN 150 MPH E 5 acwLJM1 C: 1/4"=1'-0" axAaT 7X4 TOP PLATE KAN CCI PRE-FA6 TRUSS v!• TFXC1. J COAT aaA Vi' CLCi BOARD AMA aT0mAL FMDIIlCRT 7O m"voc MASOMr Jn• P.T. WD ATTACHM TOFU NOTE: STUDS IN 5' DIA. SLEEVE, CILLdSFM PARTITIONS SUPPORTING DO NOT CUT M PW AL MIA 1/2' DRYWALL WALL HUNG PLUMBING RE5AR-ALLxAro4 ° 0IALMTf FIXTURES AND WALL BACKM woo 1441 N. RONALD REAGAN BLVD CABINETS SHALL LLIBE NOT PIPE WeATIaRSnaP LONG407-77 L32780 BOND BEAM DO NOT GUT IYn�e�BosRR•.a wD� PH: 407-7748078 LESS THAN 2x4, WHERE �„ aWv.er� D�MAMP.) FAX:407-7744078 SPACED NOT MORE SOLID GROUT THE BOND rRnacaRap�er• www.abdeslgngroup.com SECURE DT. 2X4 WOOD W/ !11. 5 BEAM "ADT°'RD tO AA #:0003328 PLATE TO SLAB STUDS •74• THAN 16' O.C. OR, NOT _ V"= SAM Wo= JAM MR oG (2)COURSE REBARS nsdourr aa.v.STD � Dom W/ 10d MASONRY LESS THAN 2x6, WHERE NAIL . 32' O"' SPACED NOT MOIa'1: MAX THAN 24' O.C. -- , .. '. ' AFWVWVAL Rea VeRTIDAL TRaac eY onam iATsmsD To Rcnrl TARoDRACKM pwT ..SLAB ArrlsoVAL Rso. FIN, FLR 2A PIPE THROUGH BOND BEAM 2s GAS LINE THRU BLOCK a GARAGE DOOR JAMBS D1 SCALE:3/4'.I'-0' fd D1 SCALE: I I/2'.I'-' '"'•'°' TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'-l'-m' @ FIBERGLASS SHINGLES OVER �30 FELT PAPER FIBEW30-ASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' O.C. MAX. SECURE W/ (2)12d NAILS S EA. END FIBERGLASS SF+MGLES 2x BLOCKING BETWEEN TRU88E9 �30 T aIla R FIBERGLASS SHINGLES OR SYNTHETIC RWS.1.1 ON J' O.SZ. PER STRUCTURAL DETAILS OVER FEL PAPER OR OVER W FELT PAPER PRODUCT, INSTALLED SHEATHING OR �' CDX OVER PRODUCT, OR SYNTHETIC PER SECTION RW51.1 PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON �' O$E. SHEATHING FASTENER SCHEDULE R905.1.1 ON I}' O$.B. PER SECTION R905.1.1 OR I' CDX STIFFSACK AT ALL UPpdGI4TS 814EATHMG OR J' CDX ON J' OAS. SHEATHING 9/8' GYPSUM BOA PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR J' CDX PLYWOOD OR 1/2' ITOGW SECURED PER I 0 I 0' SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. FASTENER SCHEDULE FASTENER SCHEDULE BOARD MTL. DRIP EDGE PRE-ENG� MTL. DRIP EDGE OH. O.N. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER 0 P�-� INSULATION R-VALUES PRE-' TRU89 VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULF- ATION ENERGY R-VCODEEFORM9 FOR PER ELEVATION I°RE ENG• GABLE TRUSS PRE•ENG. GABLE TFU88 m• WEEP SCREED PER ELEVATION WEEP SCREED i 2x FASCIA PER tYP, 2x FASCIA PER ELEVATIONS o,H, ; ELEVATIONS 2x P.T. SECURED 5/0, GYPSUM BOARD OR 1/2' R-4.1 INSULATION STRUCTURAL DETAILS STPoJCTUR SECURED S PER VENTED SOFFIT VENTED SOFFIT NK#i STRENGTH GLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT RIEPERENC WINDOW ATTACHMENT AS PER PORTLANDT STRUCTURALE MANUFACTURES SPECIFICATIONS APPLIED RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND ix2 P.T. FURRING S CNR1 CEMENT PLASTER APPLIED • Or- 1/2' THICK2 COAT PORTLAND DIRECTLY TO MASONRY ' THICK, 2 COAT 1/10EMENT GYP. ILL. W. CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. PORTLAND , cm DIRECTLY TO MASONRY WOOD ®A PPLIED WOW BASE DIRECTLY TO MASONRY I 0'-0' FIN. FLIR. 0'-0' FIN. FLR. 0'-0' FIN. FLR 0'-01 FIN. PLR a m e• cMu4 ti. 4 n W/ WINDOW OPENING TYP. WALL SECTIONWALL SECTION W/ WINDOW OPENING TYP. WALL SECTION " � B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2112 TO LESS THAN 4:12 A BtmDIV. to La SILVERADO LOT #28 BLK. #18 PROJECT* 04128.002-28181 MODEZA 4EBB "1828—CALI" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH XP. 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES D� SCALE. 3/a'.r-m' OF 4:12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 2 6'15� A NO DATE. 6/09/20 NICAL.E: 1/4"=1'-0" 8HEET D1 mm 2xb P.T. • C04TM CV DOOR FEAC6R ORCUPW UV (U VJ' X v J-DOLT W/ W M9L @'DECtSW W/ 2• X 2• X VS• WAMIR 4 NUT OR W) (2) VV X S' ANCHOR DOLTS W/ J' x Y X W' WAVER 4 NUT ® SECURC Jw4 ON RAT TO SLK IE W/ MASQNRY m NAILS. 2X4 6AK4= CM 6= WCURW MV (S) IR' X S' J-DOLT oR A4CNOR R DOLTS, V4' MN. E'DEDMENT, V2- E x 2' X VS' MIASHM 4 NUT. (V UlTI41N a• Cr TOP, (V WITHIN N OF THE STM, (31) WVP LY SPACED. ® I4 a NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MA4J,ACTU !" INSTALLATION NSTRUCTIONS W4E11E WCU OWMTSUCTICM AAM Wexw 9TItl1A6OAT GARAGE DOOR 1 HUCK ATTACHMENT � w.Y-P-P -- 2X4a SECURE TO BLOCK V °Ns' TAPCONS (MN. SHANK SIZE 145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y1) B' CMU DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE, STRUCTURAL 2X -LrV I'X4' OR I•X2' P.T. NAILER 2X64se MUST BE oN OUTRIDE • SECURED THROUGH Ix4 P.T. OR 9'1X4' MIN. SECURE TO BLOCK W/2-1V NONSTRUCTURAL V SECURE THRU FRAME 4 TAPCONS TAPCON MIN. I-Yi EXTEND 1-Y41 INTO BLOCK (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK WV V TAPCONB MIN. HEAD SIZE 300 8, cm Eli (MIN. SHANK SIZE J45 MIN. EMBEDMENT 14) DRYWALL MIN. HEAD SIZE -%W MIN. EMBEDMENT I -A' WITHIN W OF EACH END 4 IB' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER WITHIN W OF EACH END 4 2X8m ❑ 7 IV O.C. MAX SPACING SECURE TO BLOCK IW/1-V RB.X4' MN.DOOR CASING TAPCONS (MIN. SHANK SIZE J45 CASINGDOOR #1AC1 JAMD OR WINDOW MIN. HEAD SIZE 300 MIR EMBEDMENT 1 Y4) JAMBORWINDOWATTACH TO 2X PER WITHIN 8' OF EACH END 4 TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. IB' O:G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM15 JAMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi) (DO NOT EXCEED Y19 DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15 1f 1R1iDOW TO BLACK +3 4 OR +5 4 `4 C +1- 8 SCALE, N.T SCALE: KTA. 2X4:m 2X4:m SECURE TO BLOCK W/ SECURE BLOCK W/ i(s' TAPCONS OR (MIN. SHANK 812E .145 (MIN. SHANK SIZE J45 MIN HEAD 812E 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y.) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. WITHN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 2X6,m 18. OZ. MAX SPACING. 2X6m MUST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO dl W/246- BANG SECURE TO BLOCK -%, WR NON-STRUCTURAL %, TAPCON&MIR SIZE TAPCONS TAPCON MIN. I Y1 145 MIN. HEAD SIZED60 (MIN. SHANK SIZE .145 EMBEDMENT NTO BLOCK MN. EMBEDMENT 149 MIR HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 8' CM WITHIN 8. OF EACH END 4 8• CM U K' DRYWALL 18' Or— MAX SPACING lf' DRYWALL 18' OG MAX BPACMG 2X&4 VX4' OR VX2• P.T. NAILER 22(8,m SECURE TO BLOCK W/2-v.' 1'X4' OR I'X2' P.T. NAILER CASING SECURE BLOCK W/2-%* CASING TAPCONNS (MIN. SHANK SIZE .145 (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 OR JAM15 OR WINDOW MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IY1) ATTACH TO 2X PER MIN. EMBEDMENT IY4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACINS 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y,') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 1� in1 11DJDOO TO BLACK +1-1 iT,1 WINDOW TO BLOCK +2 i%4}" E, RTA. '� SCALE, N.T . 2X4= SECURE TO BLOCK W/ V&' TAPCONB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT IY1) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEGO BLOCK W/2-%-NON-STRUCTURAL ' TAPCCN MIN. I-Y1 (MIN, SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 -Lr• CMU MIN. EMBEDMENT 1 Y1) • DRYWALL WITHIN 8. OF EACH END 4 18' O.C. MAX SPACNG. 4' OR I X2' P.T. NAILER 2X8m r SEA BLOCK W/2-%' DOOR CARING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS.OjC. MAX SPACMCs. MANUFACTURER DETAILS. ,IpI.. Ml14+,NOC ro n,.. W.,00,Ior o,ms'1 DOOR JAMB TO BLACK +3" E SCALE, RTs. 2x4m SECURE TO BLOCK W/ �fS' TAPCONS (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X W!' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6aw SECURED THROUGH SECURE TO BLOCK WW2-%' NON-STRUCTURAL %' TAPCON&MPL SHANK SIZE TAPCCN MIN. I-Yi •145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) 8. Chu WITHIN V OF EACH END 4 K• DRYWALL 18' Or— MAX SPACING. o ❑ I•X4' OR 1'X2' P.T. NAILER SECU2X84RE SECURE TO WW2-�!E 2X SECURE TO KBLOCK TAPCONB(MM SHANK SIZE STRUCTURAL MEMBER J45 W/(2A24d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO V O.C. MAX MIN. EMBEDMENT I Y1) CASING WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLACK +3" FWINDOW-TO+" ALE- N.TA. 2X4m SECURE TO BLOCK W/Y1 TAPCON&MIR SHANK 812E 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' OjC, MAX SPACING. SECURED THROUGH 2X6 ® NON-6T14MJCTURAL.2)(s• SECURE TO BLOCK WA-1/4' TAPCON MIN. I -A- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 cmMIN. EMBEDMENT 1.49 Jf' DRYWALL WITHIN 8' OF EACH END 4 18' O)C. MAX SPACING. 'XW OR I'X2' P.T. NAILER 2x84: SECURE TO BLOCK WA-1/4' 36* O.G.B. X 4' MIN. TAPCCNS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I A ) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NO16 r.,.. N®p w R1M.W'\ 6fo NDT ocaD A•/ DOOR JAMB TO BLOCK +3-7/18" WINDOW TO LACK +3-7AS" G SCALE: N.TJ3. 2X4= SECURE TO BLOCK W114' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )1) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18. O.C. MAX SPACING. 2X6® SECURED THROUGH SECURE TO BLOCK WA-V4•NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y1 (MIN. SFIANK SIZE .145 E" 15EDM W INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4•) 8' CMU WITHIN 8' OF EACH END 4 )4 DRYWALL IV OG. MAX SPACING. I'X4' OR I•M' P.T. NAILER 2XSm SECURE TO 15LOCK W/1-1/4• P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 TTACH TO 2X PER 10' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY49 DOOR JAMB TO WICK +3 3/4" M +3 3 4" H BGALE, RTS. 1A41 N. RONALD REAOAN BLVD, LONGWOOD,FL32750 PH:407-774.6078 FAX 407-774-4078 www.abdosigngmup.com L AA S: 0003325 L1 a n a I ITI.) SUBDIV. & LOT. SILVERADO LOT #26 BLK #18 PECROJT 04128.002-28181 MODIEL: 4EBB "1828-CALI" GARAOIE DWING: LEFT PAOX: DETAILS 150 MPH B �II� DAl'>c.• B/09/ 00 8CALRJ: 1/4"=1'-0" slim= D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5673.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 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 5891.1 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 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-7744078 www.abdeslgngroup.com L AA #: 0003325 lat� I@ r F a Nuum r. aLOTS SILVERADO LOT #28 aBLLKa'o#18 04 8.002- 8181 MOD80Lt 4EBB "1828-CALI" OAJIeAOE s7FJISQO: LEFT PROM: PRODUCT APPROVAL LISTI G L50 P 15 scAm 1/4"=l'-0- aa[tie" D3 IF APPROVED MLDINS ItLw SMALL 09 LAPPED A MINMJT COO 4'.4' SELF•A"WJNI$ FR IORANI! S' S' u VERTICAL LAPS (ROLL RASHMS (COMPATIBLE W) MOUSE ENDS) 4 S' u HORIZONTAL LAPS. BRAD MATERIAL) OVER 4' ALL SLAMS NEED TO OE TAPED LATH VERTIGV. LAP TO M I• APPROVED H17UOL WW. WITH FORTIDER SFE4THM6 TAPE RAKiari TO EXTEND ONTO PIPE.; / V OR LESS PIPE &'aS' SELF -AD$- R MEMBRANE PREPOR•RD cONTISOL JOINT '— "" J' THICK 3 COAT CEMENT PENETRATION RASHMA MATERIAL) TVERIOLE W) MOUSE RANGE OF CONTICL JOINTS T \ PLASTER SELP•ADf#RRIS P'E!'MAlE• M WRED TIED TO LATH ! '!' BRp LATER 4, PORTPIEER / \ PLAS14M OVER APPROVED Or— MAX (YORT.A �L DO N UILONS PAPER r rIN L4P • rlTAL u1w V(OVdQ SAP• NOT PASTEN COMROL JOINT TO \ RASHeea, To EfciBJD ONTO PIPE 1441 N. RONALD REAGAN BLVD uL4LL EVEN Is STUD EXISTS LONGWOOD, FL 32780 I{N�YO4D EXCEPT STAPLES 3v APPROVED METAL. LATH "LEG MAY BE UND TO JOINT TBP 4M (vERTJ OG MAX X X X ' PH:407-774-6078 OURM INSTALLATION — — — — CUT AND OVERLAP ONE SIDE OF W W W abdoW FAX TT44078 UM LAYER 4, METAL LATH SELr-A r MEMBRANE AA S: 0003328.E PASTREM TO M SPACED STUCCO ull RA�� CUT AND OVEIEAP ONE SIDE OF • T• Or— MAX VE[TKALLY I STEP M STEP �2 RASMAP#4NUNM M®'WRA E WOOD SHEAIHM6 ING WIN, LAYER 4 1, THICK 3 COAT criew UM LAYER OIL eTueeo WenP I PL.46TlR ett1000 WR4r MRTAL LATH -iu' ?_ <=.^..$ `•A=` - - . " - WRD LAYER 7�PORTIPIEER / I 11111110 LAYER -2 POW SIWLOM6 PAPER PIDER J� MULOM Wd LAYER�RFORiIF1ElR FA *44 I/Ai MM,I���� � Il ��=..�IL—........... - - .. . ........ TIED AT EACH SIDE. x I �_ PRDYIDE 2X4 RLOQCIN6 PER ASm CIOS3 / \� PLACED RAT MAX. S' TO S• r rut uru LAP.+• arnR ALL LAP PLANOWMS TO ExfEND ONTO PIP! T)OA,f FROM CONTROL JOINT BL4@N �L \ \ / OTRJCn1L JOINT PALLS ON eTPLGTUR'N- s'ND, 2 ER LAP I IR'.r.0• • CONT. BEAD OF lEALAMLT L FASTENER* FOR LATH TO RE NAILS dt _ INSTALL APPROVED H01lSEBRAP AIR STAPLES IN COMPLIANCE W ASTM CW63 INFILTRATION MINER OVER 2. WRE TIES TO BE (MO. IS) OO410' UM / SHEATMINS I BLOCKING SHOWN MAY IN IN ACCIT TO WALL SNDSG W42 )IMD PER PLAN 1 / \ AWOM Plac EX SSI) C. fSE TAT WALL VERTICAL LATH i Q Q 0 C re i & PAPER DETAIL WOOD OTLIOGI SECTION PER SECTION RTO.7 E%Nll9f INIYIla.rlEaWY11M SMEATNSY• Exterlor use of por9an0 cement plaster SI LAPS OF METAL shell comply with the applkatlon PLASTER BASES SHALL requlre ms of ASTM C 92612A. BE SECURED TO EUILDING .• nra Inatallallon o/ exteaor lalhing eM frensn9 O'44 er TYPE CONTROL JOINT THEY SHALL TILED PAIR SRTUMEN SLR°M�ORIS LAP shell com w1m ASTM C 10B&12A WTH OO416•N (171-I'M) STUCCO !f•LM. LAIN WI@ AT INTERVALS NOT a LM • PMl1• J! MORE THAN S' (22S-I•MA V OO ® '�"m'G1OS 3A PIPE PENETRATION DETAIL (FRAME) L-441W0•IR.A LPMP WINO •M.A 2. Q�W.R.• 110LD FORW rA1R OF TEAM ® ® KICK UT IN MOM LAYERS. TEAM HORIZONTAL LATH DETAIL MAY BE rATCMED & PAPER DETAIL II1410USE SRAM TAPE PER MANIF. SPEC. OR noLo MEL 4 STICK 4W • •VSDzV. a< Loa'r OLPOLOIWAN) ® LITADTip)O•PL4 WOOD SHEATI IINCs OR CMS �ERA28 Pr. A # :.O WAN . Pr. a $' WR5 LAYER 01, 3. COWAN P`! STUCCO WRAP (FRAME ONLY) BLK #18 a COWAN • Pr. c ♦iCLDFr. C doffam RA0lTQCfY ® d' THICK 3 COAT CEMENT 04128.002-28 81 PLASTER (FRAME), 1/2'COAT LEGEND >�n>� ,�. CEMENT PLASTER (CMU) 4EBB 90 METAL LATH (FRAME ONLY) "1828—CAU" OARAOZ BV MG: • ®„�, o LAP WR5 4 TAPE OVER DRAINAGE PLANE (LUR5 ,,,ROOF/WALL SCREED LEFT Obarram �•�! SAT=TIOW LAYER #1, STUCCO WRAP) PAGIM SW GtPOLD.GQ r TNB:K 3 COAT COlO r ? T. 5'X5' 'L' TYPE CONTINUOUS LURE LAYER #2 (FORT IF I BE R — — — — — — WALL � (crw F z GALv. METAL FLASHING ASSEMBLY (NAIL TO ROOF DECK NOT BUILDING PAPER) DETAILS IIRLS LAYER n, FORr" CIN E WALL SHEATHING) euRDNS PAPER etTwa oN.n uRISLAZI —CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 150 MPH W. sTueroweAPrnovcoraY, INSTALL WITH ROOF CEMENT LAP LATHY are OU LOM YeN• OVR NNLN7 RA M STOP BOLT) I STUCCO Pvt" OR �R CPU IlcnrewLLl� ROOF CEMENT *0a"PLAGHw y \ I ROOF PER ELEVATIONS WOOD SHEATHING . WTAU RAfINan(ON �. SELF-ADHESIVE FLASHING — — — — — — NOTE a METAL LATH: LATH TO BE PER SECTION Ho t7LT It10lRATl7R "M M17 IWAL n.o on Ile_ L t111lAL aOLOlROOMOfar' R103.1.1 / A5TM C-&41-0% MIN. 2.5 L55.DATO P1tINT PER 60. YARD (UTILITY OR NOMINAL XCAL a/o9/20 MGIIAS ORP 6N160HAAP 3• CAL� 1/4"=i,-0•• "T 5 LATH DOES NOT MEET SPECIFICATIONS) s L FLASHING- N.T.S. TnT Y tl A 1 BACKER ROD LLRB LAYER 9, er v ro WRAP INSTALL 6' SELF-AD14ERNG MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JONT6 AND INTERSECTIONS AMPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAPPE AND STUCCO iAd. ALL SIDES, Yi CAULKING a JOINT PER SECTION R703.7 ENIIft WNW and Dlesteft 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. HOODED VENT J' THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER 02, FORTFIBER BUILDING PAPER WOOD 614EATHM DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF D �ATH�° FLASHING LAYER -1, UNIT CO WRAP LAYER 02, FORTIFIBER PREMANUF. DRYER DING PAPER VENT CAP ISET IN AL LATH CONT. SEALANT) WOODTexruRED •WOOD CDNOTR7T� N TEN TO UK= STRUCTURAL SEALANT s bER • 1' OG. MAX TOP J SIDES • O fs WEE firj- GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' THROUGH WAL / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.B. ELEC. METEF VERIFY LO "4rW=AA I LW RCC.CI VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 —Al Q"'—' '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES 10 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH T14A NO MEMBRANE ENTERS BOX, APPLY TO FAf EDGE APPLY E-Z OVER 6O MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC 1laa0 ADF1E61VE PLASHING, CLEAN MASONRY BEFORE APPLYING (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER PI, STUCCO WRAP CUT 'X' INTO # SELF -ADHERING ! t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP *1 STEP #2 WRB LAYER STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® R SF-AD MEMBRANE FLASHING WRB LAYER 42, FORTIFIBER BUILDING PAPER STEP #4 A0 ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #& @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmp.com AA N: 0003326 .4 C >D a4 aysan►. �. � SILVERADO LOT #28 BLK. #18 0 128 �-28 81 SgOD�[A 4EBB "1828-CALL" aAaAGN swam: LEFT PALM WALL ASSEMBLY DETAI S 150 WH B 15 DA Ts' 6/09/20 SCALD 1/4"=i'-O" .� EZT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - k 2 1/ZI/2' k CORNER BEAD (FASTENER 4 SPACIWx ® 'I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA k: 0003325 4VF mm SILVERADO LOT #28 BLK. #18 04 2 001- 8 81 awanrs 4EBB "1828-CALI" aARAGM 8MMO: LEFT PA47k WALL ASSEMBLY DETAILS 150 P H(EV B 0 OCALIM 1/4"=1'-0" WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO UJRAP) UJRB LAYER e1 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING UIOOD DFIEATFIMO BARRIER -1 WEATHER WEA HER M06TIVE XX T aDING /, I Wr-ADMERMG Rl- STARTER STRIP / `� a WEATNER BARRIERI�leIeTIVE •RIra GALVV METAL *AL I r R.AWN3 OR UIOOD T �AMEMDER `AEN& � / ` oceve X SIMULATED T TRIM MEMBER GAP OR APPROVED KeEALANT nVA&2 n SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003326 J 7N b M :+ F euaviv. a LOT: SILVERADO LOT #28 BLK. #18 Pl10awT 04 8.002- 8181 �coasr� 4EBB "1828-CALM" aARAan OWING: LEFT PAasft WALL ASSEMBLY DETAILS %Q50 H EXP. / 1 I I I I i 1 \ \ —2x6 SUS-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ i\ —v8' TEXTURED i \ FINISH o WOOD I \\ 1/2' TEXTURED \ FINISH ® CMU / \\ —METAL FASCIA \\ WRAP Ys' FROM \\ STUCCO, 1' FROM \ WOOD WALL \ ^ EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE: NOTCH FOR 2X(o SUB BAND ONLY ®ELEVATIQN ke) ©FLAN B /-t—ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) �—`- DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) Il/S' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU `�2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 1/8, TEXIUIGED FINISH • WOOD, V2' TEXTURED FMISN • cm METAL LATH UM LAYER N, STUCCO WRAP(FRAME ONLY) WRS LAYER 82, FORTIRIBER OUILDING PAPER (FRAME ONLY) ROopm CEMENT DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/tEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 1� SUB BAND DETAIL ® WALL SUB BAND DETAIL (P WALL W/KICK—OUT �ME OR CMU T 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/1U 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY ►ME OR CMU .L KICK -OUT FLASHING T 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 WM'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:407-774-6078 FAX 407-7744078 www.abdoWgngroup•com AA N: 0003325 74 � b a SILVERADO LOT #28 BLK #18 Psojumlo 04128.00 - 8181 MDDM. 4EBB "1828—CALI" CARA= swam: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B 1 80ALl k 1/4" =1'-0" 1 WA6 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATED #5 BAR, DINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #55 AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED Y-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 681 EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2" 6MILVAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA202 12" CONTINUOUS 12" FM-12X18 12" CONTINUOUS Is" - 2)#5's Ho'-0" FM-16x18 16" CONTINUOUS 1 - s (+ FM -12x18 12" CONTINUOUS 1 -77TE s VARIES r-frxg-4' s 74A s (-)0"4" FOUNDATION PLAN SCALE: 1/4" = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 A io 0 NUDDiv S. LiOT. SILVERADO LOT #28 BLK" #18 PROJECT 04128.001-28181 MODEL: 4EBB "1828-CALI" GARAGE SQiNO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN, EACH WAY MONOLITHIC FOOTING � ? STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED rr — e� CELL SEE PLAN FOR SIZE AND 0 CELL SEE PLAN FOR SIZE AND REQUIREMENTS I l a_ L SPACING REQUIREMENTS SPACING GARAGE DOOR w 0m Lu m Vcl) w �•a ar . w RECESS J �a .. L —: FMCL ". g� i 8" CMU WALL O O 8"CMU WALL . , . CORNER BARS, SAME SIZE AS BAR I wLu B' �o i ° FOUNDATION WITHNGE 31N LEG EACH = yTOP W 'd WAY AT ALL CHANGES IN DIRECTIONS KII 1 TOP OF SLAB OF SLAB ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS RSCURBFOR + a EXT. PORCH SLAB ^ SEE SLAB SCHEDULE BAR SIZE 48 BAR DW 4" CHAMFER (1STORY) #3 18" EXT. PORCH SLAB - • SEE SLAB SCHEDULE TOP OF GARAGE a I� CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET AT ELEV: W/ l/2" ISOLATION .. JOINT (WHERE A 6" CHAMFER (2-STORY) #4 44- W/ 1/2" ISOLATION 4" CHAMFER (ISTORY) �a'' 6" CHAMFER (2-STORY) 01-W APPLICABLE) i SEE SCHEDULE #5 3(" JOINT (WHERE . EE SCHEDULE _LL�WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE APPLICABLE) Z � e FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (re. 2 TO 3, PROVIDE 2 BARS), UNO #47' 7 2" % EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=1'-0 2 SCALE:3/4"=l'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 49' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w p a f 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S O NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2-PART 0_ SPACING. SINGLE BTM. PLATE 1/2')(9" WEDGE ANCHOR W/2" BTM. PLATE TO 8E 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 ST. PLATE TO Q 8", UNO PLATE EPDXY 5-1/2"EMBED. MIN. 16" OC SLAB W/10d MASONRY O FOLLOW ALL MANF. SIMPSON SPH4 SPH6 MAX NAIL 16" O/C STAGGERED. i SPECIFICATIONS FOR [A BTM AND TOP PLATE LA TE ADDITIONAL METAL USE AND I ANCHORS W/ 10d x 1 1YY' CONNECTORS NOT SECURE FLANGE TO PREPARATION OF COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4)1/4" X 21/4" TAPCONS HOLE. � /n HOLES, DO NOT USE IOd w UPLIFT IS PRESENT. w uJ x 3" K SEE SLAB SCHEDULE SEE SLAB SCHEDULE cr ,eQ TOP OF SLAB 7 4" CHAMFER(1STORY) 6" CHAMFER a.�=� .1-4— (2-STORY) .+: . -- EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3/4"=r-0" MONOLITHIC FOUNDATION , INTERIOR CURB FOUNDATION WOOD WALL $INTERIOR CURB FOUNDATION WOOD WALL 6 BDALE:3la"=,•-0" (W/ UPLIFT) B°"`E �4"=''�' (NO UPLIFT) SCALE:314"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS i 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE a O } BTM. PLATE TO BE PT, SECURE BT . PLATE 10 C PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U v a CONNECTORS NOT REQUIRED WHEN NO (n 8" CMU WALL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) .+p ' 8" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE ..I• 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" OIA. SIMPSON ST82 BOLTS 5" +- 0'-0" i MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m-.� ' CENTERED UNDER WALL AND 18" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH . -^— — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULETj FOR BAR SIZE FOR WxD, BAR SIZE BAR QUANTITY AND BAR AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO JU INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 scALE: 3/4"=r'-0" (NO UPLIFT) 10 SCALE: 34"=,'0— 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 1 � b Sa a evHaiv aI LOTS SILVERADO LOT #28 BLK. #18 PROJECT# 04128.002-28181 MOasu 4EBB "1828—CALI" GARAQE 811MG: LEFT PAGE: DETAILS 150 EVR. B DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com L AA 0: 0003325 Y L1 81 b 8, avaDiv & IAT. SILVERADO LOT #28 BLK. #18 PROJECTp 04128.002-28181 MODELa 4EBB "1828-CALI" GARAGE aWIxG: LEFT PAGE: DOWEL PLAN 150 MPH nw"rE 6/09/20 BCAIM:1/4"=1'-0" a� s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BE VARIES PER ELEV. ° Z I .. Q CLEAN OUT REQUIRED Q FOR INSPECTIONco ' 0'-0" FIN. FLR. A •a a TIE RTICAL REBAR a TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA. z #3 18" g > #4 24" n #5 11, #6 36" #7 47 HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=V-0" EKE PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND qg0 a Lu SPACING REOUIREMENTS 0 In Z 8" CMU WALL g 0 M �.� SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) Z ATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" zw BAR SIZE 48 BAR DIA. g LLI #3 IF, n #4 24" #5 1. #6 36, #7 1 42" a d. •a a• 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5 BARS 111-1 mb 4 CMU UNIT DIMENSIONS ®m ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdosigngroup.eom AA #: 0003328 HIM 4 !;IEE qg i "'BUMM a# LOT SILVERADO LOT #28 BLK. #18 PROJECT/ 04128.002-28181 MODEX. 4EBB "1828-CALM" GARAGE 871ING: LEFT PAGE: DETAILS 150 MPH EXP. B DRDM Rom" A 6/09/20 QCA=: 1/4"=1'-0" 8*1z T S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ lad x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 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.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)45 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `IMI'`BIIB SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH man staea ePta4a ePnro salon sNeoa safes TYPE LENGTH 81M R(XfIU TYPE LENGTH awaT atasT Wit -IT s/am matt stem 904T etaom wat-IT ona WHIT sum Oast+ ~ 84• (42") PRECAST In, T-8' M PRECAST 10/6 I024 ,BBB 3'-0• (4n PRECAST I« ON eM 4314 «f sin Mal t« an am 4e114 an has 7001 4'4' (41 PRECAST 1886 44" MPRECAST M M1300 4'-W MPRECAST t« not lose sets 400 eta am +« aw Sam ata 46/0 was was 4'4' (54') PRECAST ,BBB 4'4' 04-) PRECAST BBB M1073 RW (84") PRECAST Ia7 aq VW 3375 NG 47/1 5171 /wr aw Was 3376 4« 4711 501 84' (84') PRECAST 1217 64' 04') PRECAST 411 411 745 64• (84•) PRECAST 1016 Irm. ZUG as asw M 4« Iota iris sae aw aw am 4« V-,0' (70') PRECAST 1082 B-10` (MPRECAST 340 339 016 F-10' (M PRECAST « , is 310T. atle 4+e9 « Iw as 1 s I 3w I SM 032 84• (7B"1 PRBCABT BOB 84" (78•) PRECAST W7 721 4110 T4' M PRECAST M. as sm. « ,wF wo I as 1 aao 1 «/ an T4' On PRECAST 743 rd' Mn PRECAST 424 W4 363 r4• 00") PRECAST I som at7 as TV saw tea, as a1a an sae 84• (112') PRECAST B64 94' (112') PRECAST 326 512 230 VW (112') PRECAST eN 1st law imj tme.J MR Oro wt « isle +ea nw sae =a tad (12" PRECAST 476 ta4' (126� PRECAST 264 401 180 ,0'4' (12" PRECAST « « ae , , otnt « « +,a ,4as Ilw aw aw 11--C (13" PRECAST 362 11'4' (13e) PRECAST 260 462 154 1,'4• (13B') PRECST 474 st1 ew ,on 1M list 4w w7 Irs t« Iete stm 174' (1M� PRECAST 937 12-W (144� PRECAST 244 402 IV 174• (IM') PRECJIST 470 w 7M ew , ,« 4Io « wo ,as I as 184' (teD•) PRECAST 206 13'4• Ow) PRECAST 217 324 Ila 13'4' (Ifln PRECAST 41 « ew wt 1 tan 4a 4w 7w is ttw I4t 1 few W-W (168') PRECAST 21 14%0' (ISS) PRECAST 208 2B9 100 14'-0' (1B8') PRECAST 3" er « 7M em I lase 410 m Toy.tm Iasi 14'4' (176') PRESTRESSED N.R. 14'd' (176") PRESTRESSED N.R. 284 B1 14'4' (176� PREB1 m aN « ea 1/n IM « « « « t t 1B4' (184.) PRESTRESSED KR 1B4• (184') PMMPM8ED N.R. 250 83 184• (184.) PKWRMO as0 3ta « 40 ew w « 7w o11 1« t« IT4' (2w9 PRE6IRE86ED NR 7TW Wn PSEMOBED N.R. 104 84 lr4' (2 n PRESRd;08ED ,w ,as w ew 40 « al 740 « Too tat a3 1473 ,a4' (272') PRESTRESSED N.R. 1a4' Mn PRESTRESSED NR 148 52 Ia4. 1232') F410TREM Is' Is as 2w 31e 4a M7 « M wt MT 74F I2V 214• Ci n PRESTRESSED N.R. 2Y4• Wn PRES1RE88ED N.R. 125 42 21-W Mn PRESTRESSEDin W as ffi w V1 « w 4w 721 sa « ew 106 27-T 12649 PREFIR688FD NR 2Z-V Cm'+9 PRE NR 118 40 274• (254) PRESTRESSED 1m IV la 23 « « 3w 413 4w « « « sto w 24'4' Mn PRE8TR68BED NROLMIU 2Y4• Wn PRES1AE88ED NR B1 33 24'-0' w PRE 1M /a /70 as a7 ata W 4w ate « 4" 7w ew en to a0 4w 011 « 1« tan (a) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (0) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM Wn LOAD TABLES' BY CASTCRETE M4AY70/6 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES CrATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MB6MSMI4OF BEARING PAST EACH BEE OF WIDOW OPENING DA00�0� oomomo 000000m O��OmO 0�m�000 mom�r,!om 0®000�0 ®OOF�00 m®�0�00 0m000 mmoo©mo 0�000�0 ommoo�-!�r! os»sa0000 oo�aom�!a�r_ oomvomo oomvomo ODD©m00 oom0000 ©Om©0m0 ®OmammO ��DOamO 00000©o 0©O©©00 ®�mm0 0�00��0 �0�0mm� I ♦♦ — 1 I ♦♦ I 1 I ♦♦♦♦ , I 1 1 ♦♦ i 1 ♦♦♦ ' 1 j 1 1 ♦♦ 1 1 ♦♦ I 1 ♦♦♦ , 1 I 1 ♦Y 1 1 1 1 1 I 1 1 I 1 1 1 1 1 I 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 Ig 1 I 1� 1� 1 1 001 21 ILL 1 ,bl 1aD 1 LLI 1 1 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE 1 1 ROOF TRUSSES BEAR, TOP 1 1 OF WALL EL. 8'4", UNO. 1 " r-----� 1 i 1 1 1 � 1 ♦ 1 , ♦♦♦ i as i ♦♦♦ i i 1 • ♦♦♦ ; 1 � 1 I ♦♦ 1 1 ♦ 1 1 R♦ ♦♦ 1 1 1 ♦♦ ♦♦♦ 1 ♦♦ 1T/OM//OB 1 1 ♦ 1 1 1 ♦ ♦ 1 1 1 ♦♦ 1 1 ♦♦♦ �� 1 BRF6-lT/OMIOB 1 8F28-1T/0M/OB ♦ 8F16-lT/0M/0B 1 1 TT 1 L---------------L--------------J L---------.�-------- LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 F3FI: 407-774.8078 FAX: 407-7744078 www.abdealgngroup.com AAA: 0003326 I 1 7 q S h So b svaasv. a. LOT: SILVERADO LOT #28 BLK. #18 PROJECT4128.001-28181 1[ODE2e 4EBB "1828—CALI" awlewas ar►u17a: LEFT PAGE. LIFT BEAM PLAN AND NO S 150 MPH B NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"■s" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\"• PLACE STEEL HEIGHT. OF REINFORCING (1.2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \•\•F' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xig' p�F DOUBLES. SHOULD THE BEAM COINCIDE WITH A LINTEL THE OM BOND BEAM #5 CORNER COURSE OF BOND BEAM IS AND A LINTEL IS PLACED. THE STEEL COURSE OF BO D BEAM FOR EACH ,� / REINFORCING OF THE FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 A \� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.�t 1441 N. RONALD REAGAN BLVD VERTICAL REBAR W/ 10• HOOK y M pLp LONGWOOD, FL 32750 Bx18 DBL. BONG TOP OF PH: 407-7748078 �,r • 0 Q'F BEAM W (1) #5 BAR MBOND BEAM FAX. 407-774.4078 ' \O EACH COURSE www.abdosl \\iG 8x8 BOND BEAM TOP OF AA #: 0003325 • ppF.� F FILLED WI GROUT W/ (1) #5 BAR BOND BEAM = t30"TYPICAL I �\aU = UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IND BEAM BEAM COURSE �j// (� SEE NOTE 5 a��p �,16-1T/11Y1/ LINTEL W/�#5 BAR(L2)E Q9�� NOMHEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY CORNER $ OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR %2� BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/iM/0B INDICATES ADOUBLE BONDBEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'-0 1 AND XFXX- 1T/0M/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER SCALE: 3!4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XL -1T/1M/0S INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - lT/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 20 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHK SIZE 145 MIN WINDOW SIZEE..300 MIN EMBEDM NOT 1 1/4•) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT F Mimi 2x6 (MIN 2 X 3) 2-3/16 TAPCON "3 1!4" PRE -CAST a OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" a SLOPE FROM EACH END AND IV'O.C. MAX. MIN 1-114" �^ EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD !;40 SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16"OSB 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END EMBEDMENT VCMUWALSHEATHINGL TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION SCALE:, 1/2'=1'-0" ARCHWAY FRAMING DETAIL rJ lij SCALE: 3!4"=1'-0" r SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM aUDDty & LOT SILVERADO LOT #28 BLK. #18 PROJECT# 04 28.002-28181 MODEU 4EBB "1828-CALI" GARAGE 8WD90: LEFT PAGE: DETAILS 150 MPH B PROVIDE #5 BAR • AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM AR NO DA IM 6/09/20 SCALE: 1/4"=1'-0" almwr N.S2.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)1Dd x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 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/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 2,V O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ S SIMPSON LTA2 USED TO BRACE TOP OF WALL. 5 CJ7 I- - - r - Y CA i `(fig N d Y N N H II 11 p N H 11 1B N p N '(.J3 ri.I6 ®= d N N N d Y 11 p N N N X X 1A to •1 A140 •1 a..sasss.s.a:... ..� 1A to 1 �ae.sas.®.a:a---2—PRi ----msasas- a.. ---sass......... sas...ae ----. as a sa s a s a:OF TR,U m a 2PO.C. MAX sass: e. a.m:saes amve a: a....... a.....m 1A R 1A =sasssasssesasa ..see=sssasasssasss :---rims-sass»: ...—mass--®rims IL t ..a.esasa-.7-1 s4" '-.7 -=ses: seam.®e. a. e. a.-s I ATTIC I .s=sa I ACCESSa:a.. s:sasasasasss: AL— .......ae®a e�:esa�a . am_a a. a®a—. A11 _ IL 13 1q - - - e 1A a to A16 1 t to :sasesa :ss a .sa , s:. 1 A18---------------- ---- 7 e 7 6 1 1 1 FRAMING PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 A 1 °d b Bt m]Dly aH IAT SILVERADO LOT #28 BLK. #18 PROJECT# 04128.002-28181 MODELe 4EBB "1828—CALM" GARAGE 81RNG: LEFT PAGE: FRAMING PLAN It 150 MPH S BCA=: 1/4"=1'-0" al== s3 A-(1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 1Od x i J" NAILS TO TRUSS B-(2) SIMPSON HETAt6 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, i EACH SIOE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 k NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 1111100 UPLIFT SIMPSON "ROOF/WALL/FLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS, CONT POURED LINTEL ENGINEERED WOOD TRUSSES @ 24" OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1S10 LEIS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) S 1b 1c TYPICAL TRUSS/ GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN BRACE W/ (3)12d ® EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'X" BRACE SEAMS) 30'-l" TO 601-0 (3) "X" BRACE SECURE 2XB PT. PLATE (1) "X" BRACE a CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO 2X8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C, MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED 0 I V-O" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG D TRUSS SCALE:34"=1'-0" DEPTH 1/4•0 —HOLE EDGE >56' —HOLE DIAMETER - 215•0 SGL. STUD OUTER 1/3 OF SPAN ONLY STM.— PLATE STUD NOTCHING AND BORING LIMITS O SCALE: 1 1Y2"=1'-0" EDGE >5/8" HOLE DIAMETER - 3/5"D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HIOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-9' TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" .r% 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003326 r 1 8f ie MO sysDm se LOT SILVERADO LOT #28 BLK. #18 PROJECT01 04128.002-28181 MODEL: 4EBB "1828—CALI" GARAGE BWMG: LEFT PAGE: DETAILS 150 PH PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING Q VERIFY SECURE 2x8 PT. PLATE TO BILK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)1 Od's @ EACH TRUSS TO BE INSTALLED @ la-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3l4"=1'-0" �!t1N 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngmup.com ♦, AA N: 0003326 Bo tolist aysaiv ae LAT: SILVERADO LOT #28 BLK. #18 PRO"=T# 04 28.002-28181 MOasr1 4EBB "1828-CALI" OARAOS OWDIG: LEFT PADS: DETAILS 150 MPH B • A GAN E -ENO HIP ROOF LPL ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF %'98) ZONE 3 = 33.53 PSF (43.53) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: IT 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, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE FWD_ ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING RINGS 20 SCREW SHANK PER INCH) Ed SCREW SHANK 21/2" OA20" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATTSNG USE 1/2" CDX 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 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z9 0. CZq: LL Z U n 2 y O to to z . y /I N C7 . Z zN z0 0 w Qda S U N d 0 Av Z w TOP CORD BLOCKING AT 4' O.C. MAX IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnF cuFATHINr �� .___-' .. 1,11111 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (� 6" O.C. IN FIELD Sd RING SHANK GUN NAILS ® 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS N 12" 0.&.jN FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MWMDLI AGGREGATE SIZE SHALL BE Mr.. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIt ENTRAINED CONCRETE EXPOSED 70 EARTH OR WEATHER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EOGE80FCONCRETE ARE TO BE CHAMFERED 110'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC R 2017, 6M EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FO - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, AC153P13/MICE 5-13 NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64 AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE TINDER ALL SLA&SONGROUND WIERE INDICATED ON ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACT 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' 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 FSCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SIP MR. 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 IS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO 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, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AT 55, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. DESIGN SPECIFICATIONS FOR TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH A. TRUSS DESINALGNS STRESS -GRAD UMBER AND ITS FASTENINGS'BY THE NFPA. S DESIGNS B SIGNED E L US L E S ED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, ID FOR 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 SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, 'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND RPIA TCA SCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD-ron-mncu-t REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 84 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf STM CHORD-nonconarteM #5 BAR - 30' 07 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL 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 A68.1-1982. pf TOP CHORD psf TOP CHORD f-A (1 (7 psf w/ A (7 ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 p6 psf STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf 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 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =1R2017) MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMBED BIT BLE(FETATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH BALCONIES (EXTERIOR) STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 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 NOTIFIED TO THE NTS: AND DECKS: : 40p GUARDS AND HANDRAILS: GUARD COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SLEEPING OM: 4 ROOMS: VEHICLE GARAGES: SOps/, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE WADS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM "0, GRADE FM =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUER HAVE BEEN BASED ON ASCE COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR W-WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PAT, 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 D-1657. 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED 14X DESIGNS, WITH HSTORICAL STRENGTH DATA FOREACH SEPARATE MIX PRORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S' d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDOR WEATHER 1-1/2' FOR 06AND SMALLER 2' FOR 86 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 31W 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 ksl. 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 A326N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH 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 APPLIGTKx1 sim TYPE SPACING REMAgtS AFPLIGTION SQE TYPE 3PAGNG REMARII3 1-TFURWNOTO CASE HARDENED COIL S„dC o-.E DOCRBULK 14'OM. TAPCON MA90NRT 8, 111T EMBED., I END MA90NRY I CONC. NAIL 11Y1 LONG, TO MA80NRwCONC. NO WASHER FASTENER 11R" EDGE DIET. 9GD, Al. ExT.000Rs GSE HARDENED COx s'OIC welOOWlOOOMFASIENEO GARAGE DOOR BUCK 1lYDIA, WI EXPANSION BOLT i1'OIL 1'EMBEO..1'fNOOIST., UPT,sEErareB -111?LONG. STAGGERED I-MASONIY/CONC. TO MASONRwWNG. WASTER TEOGE DIET. wWoow Bucx GSE HAROErgD CDE moat wriDOwmooroFASTENEO -_To CONTACT THIS ENGINEER FOR SPACING v ar, sEf mores NNL 11?LONG. STAGGERED INTOMABONrvicaNc. MAsonwvi cONc. REQUIREMENTS EM,SWING DOOR (1N18'OW. TAPCON 18'dC 11IS'EMBED.-ND. NCNBFARING WOOD 1/E` EXPANSNNJ 1'EMBED. 1`ENO ]Y O� BJG]x T, 9EE NOTEe WASHER FAeTNER GIST., 11?EDGE DIET. WALL TO CO NC. SLAB W/WASHER BOLL DIST., 9"FDOE DIET. 9 PT WINpOW BUG D.1N•z. Le• YCa 1•f DST..I lw Pt TO ­­ZWI WASHER STAGGERED EDGE06T. rare n 1STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SWILL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774$078 FAX 407-7744078 www.abdaelgngroup.com AA B: 0003326 8 r E YY F 3 h b b O 1 aUDD:v de LOT: SILVERADO LOT #28 BLK. #18 PmiwT3p 04128.002-28181 MODEL.: 4EBB "1828-CALI" GAMAGE 9WWG: LEFT PAGIC: DETAILS 150 MPH AV. B CA I SC,ft=: lT4-=jj s ► NI ow