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HomeMy WebLinkAbout35647 Burma Reed Drr 99 0 1828-4EBBCAL199 I ")RK iHA .1_ COMPLY WITW OrDi. ^ 71 ORIDA BUILDING CODE F41 iO NIAL E-LECTRIC CODE, J.N�C THE CITY OF ZEPHYRHILLS )Iti3gANCES HOMES� ��EpNYRHI �'���aN �y�p,�11NER 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FWMA BUW= CODE, F=ZhM i,, EDrrrox (aoi'r) • AM IBM AND .STAM CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB ABV. ABOVE LAV. LAVATORY A/C AD CONOITE M.C. MEDICINE CABMEi MC. MEDICINE AD ADJU TABLE MC. ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTb. MOUNTED CAB. CABINET MnMETAL DATE DESCRUMON 01416Ab CDs ISSMID ARCHITECTURAL SHEET DESCRIPTION mlis ion FEIC UPDATE PG Ci—COVER SHEET PG GN-GENERAL NOTES 01A6/IS CD S •ISStED R 0JRb18 SIDING ELEVATIONS ADDED TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 •MIN. INTERIOR FINISH - CLASS H BASIC WIND SPEED - Vult=150 MPH Vass=ue MPH •EXPOSURE - B •I-STORYRESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONc. CONCRETE PL PROPERTYLINE CPT. CARPET P.E. PUSHBUTTON O.T. CERAMIC TILE PH PHONE D. DRYER ELT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR PAIR DIA. DIAMETER P.T. PRESSURE TREATED G Al — LA PG A2C—ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN 03R6/16 CDS RE- D 04AW FOOTING REVISION PER PL CODES 0641M CASRE.ISSUED 02ft" ADM 0yMESSFOOTERATGARAGE DETAIL (FORT MYERS) 02M/M PLANMANT34ANCE AND STATE CODES DIM. DIMENSION R.RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURNAIR RILL DR. DOOR REF. REFRIGERATOR DTI,. DETAIL R.O. ROUGH OPENING Ea . EACH ASHER S.C. SOLID E CORE EXT ECTORR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SLIT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.GJFX. FIXED GLASS SIM. SIMILAR F.O. FUEL GAS RL. SLIDING L STAINGNDARD RGL4DASS FLR. FLOOR STD.ANDAFLUOR. FLUORESCENT Sws SHEAR WALL PR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK. THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OFSLAB GL. GLASS T.O. TYPICAL PG Dl —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 WA8—WALL ASSEMBLY DETAILS 03(A" REVISED LINTEL SIZE AT FRONT ENTRY DOOR PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA32750 Tel: (407) 774-8078 Fax: (407) 774-4078 04d4/19 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER MILL OAT" ITELSJ SQ.FT. CALC.'S 04R4,1S REVISED HVAC VOLUMES ON &OPT CALC SCHEDULE (MELEU 06�/4 'QED 'EXTERIORMONO DEEP FOOTER' DETAIL 11/BI.IA (ORL) LNDJG I,6T8 SOL F?. GARAGE 430 Sa. FT • ENTRY 16 ea PT. LANAI w S • FT TOTAL 2�62 6Q. FT• 06/2M ADDED LED L&" • ROTCHEN 1 CATN PER MAR, CODES 01/FY5 ADDED STONE OPTION ELEVATION C 1 D (TAMPA) 094VI9 ELEVATION To'BIDNG•ADDED LOUVER • GACLE ROOF 10�smi ADDED oPt, a -O' CE1LM HEWTO °0 REPLACE U6P CONNECTORS uATHPeC SWH CONNECTORSPG 04AVWV REVISE ENKON PLAN AVEN7 RADON DIMENSIONS 04AMO OPT. W-O' CLG. HGT. ADDED LED L*W IN FOYER 041ft 0 OPT LG. NG W-®' CT. ELEVATION 'C'- REVISED HEIGHT OF AIRC"Y 0b/OE/i® ADDED ELEYATIONB'L' "'(Oft) STRUCTURAL SHEET # DESCRIPTION GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT, INTERIOR WOW. WINDOW WATER HEATER wij WROUGHT IRON 0VE/20 ADDED ELEVATIONS T1G'-T'N'-MS' (OR.) PG S1-FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS PG S2—LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.1A—DETAILS / PG S3—FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3'IA-DETAILS PG S3.1B-DETAILS CLARIFICATION. PG S3.1C—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SNl—DETAILS MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 81, LONGV,IOOD, FL 32780 PH: 407-774-8078 FAX: 407-774-4078 wwwabdeslgngroup.00m AA N: 0003325 rr� a a o stmD:v as LOT: SILVERADO LOT #18 BLK #19 PROJTLcTp 04128.002-18191 UODZIU 4EBB "1828—CALI" GARAGE aImea: LEFT PAGE: COVER SHEET 150 MPH EXP. B DATE' 07/27/20 scAF E: 1/4"=1'-O" IS *MET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS i. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN f INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES T CONTROL i EROSION A P A AL A 0 CO 0 SOILS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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; I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR 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. PLulaw 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 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 / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES, 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 o m � MIMI StmDm de LOT SILVERADO LOT #18 BLK #19 PROJECT 04128.601-18191 MODET. 4EBB "1828-CALI" GARAGE NWING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B Ditnrr A 07/27/20 SCALE: 1/4"=1'-0" SHEET GN 3S'-8' �I'■■■■Ilo ��� oli■■■■■■■■■loll■■il■■■■■�o o!pplo . � I a;lo', . 1 '11 !� r � r o p : '.1 ' 11 �Illo - �.�� oll■■■■■ILA — \ r ,v o i ME II . rr o CV ® w BOLLARD Elm AS - '-' CODE oLE GARAGE©\ FOYER CLA '. :� o m p o■ o - ou■■■■■10 oll■■llo ull■■llo 1anol■■■■■ii. unnnn■n - iir�I�►JBi9/. FLOOR PLAN SQ.F r. CALC. S LIVING IA28 SQ. FT. GARAGE 430 SQ.FT. ENTRY 16 W. FT. LANAI SS W. FT. TOTAL. 2,362 SQ. FT. COMPOIEIRAI00A MMOLOAN LUCMIDBSOMFOR 3M wQ= OPBNGB Sam ME l01141OD1Mq R8Wil8 MDTRE FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.W.P. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DELL.. TOP PLATE O B(A�R DETAIL A, I�•.1,_m. e a DIM. VARIES B ARCH DTL. SCALE, 1/4' " I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 15E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com L AA A; 0003325 A LA y §W kbk 6 SUBDIV. ea LOT SILVERADO LOT #18 BLK #19 PROJECT# 04128.002-18191 MODETA 4EBB "1828—CALI" GARAGE OWING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B FRONT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FOCR R'103.4 I,_0. 0'-0' FIN. FLR 40 OFF RIDGE VENT 1�b OFF RIDGE VENT i�b AREA OF ATTIC 2364 SCL FT. NET FREE VENT LATION AREA REQUI RED = V300 REQUIRED VENTIIATION AREA 2364 /300 = 7.86 VENTILATION AREA% SO. INCHES PER FT.(144) 1334.72 S0. IN. MIN. REQUIRED VENTILATION = .5X 1134,72 IN UPPER PORTION OF ATTIC - 567.36 S4 IN. OFF RIDGEVENTILATIONAREA = 115 SQ. IN. FERVENT 567.36 /215 TOTAL#OF VENTS REQUIRED - 4.93351 TOTAL#OF VENTS PROVIDED 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG E)MRIOROF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED HGT. 8'-B' BF3's. HCaT. 4Ei ( ( ❑ I 4B TYF. ED F --------------------- - I I- 0'-0 OFF RIDGE VENT F-1 -------------------------- d-7 ------ ------ ------ LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT "a iv 0'-O'FIN. FLRI�--------_---------_-----_ 4_---_-_-_-_-_-_-_-- RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH _0. B'-B' BRG. HGT. Ta 6 I � / 0'-0' FIN. FLR. DECO. DTL. A SCALE: 1/2 • I' AL 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.77"078 www.abdesigngroup.com AA #: 0003325 J J ti o $VHDIV to LOT: SILVERADO LOT #18 BLK #19 PROJECT 04128.002-18191 HODEU 4EBB "1828—CALI" GARAGE 811MG: LEFT PAGE: ELEVATION I,C» 150 MPH EXP. B 1 D TE 07/27/20 SCALE: 1/4"=1'-0" SHEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 0YV OUTLET 20 AMP SINGLE POL1 BOV OUTLET IIOV OUTLET N OF O Twu OPMO TO OWTC14 OPI IUN OUTLET SOAPED 1146I4IG PAIL 61IRUPIER (TAMPER PM"TANT IMP ) 220V OUTLET m WERE CONNECTION =N- ilk EXT. WAT004W P GROUND PAUL7 -C- GW CUTLET MEATIER 6 SIUTCM 61 SWTC44 3-WAY OPER �4 8WTC1/ 4-UNIT OP•ER L_%1 WALL MCMED FJ LIGHT CEILMG LIG4T © LED CLG LIGHT LED VAPOR ©VP PROOF LIGHT OVP VAPOR PROOF LIGHT RICpMDCAN eVE4T. PAN I CFM PER SG FT. VT//T. PAN RKIGHR I OM RR M FT. v PIXIURE fSPEGY 7aD BY R YIRAP ® pp��4TT (RECESSED) AIIOISDAROUN AWRaP (Mw;' MINT ) 7' RIUOIRESCEW �p 4' RJIOREOCER p� W--v--�-v-• IID d W TRACK LIGHT PANEL METER • SD. RNKRa wTECTaR NC.HSm2mm rM l•1 WALL Mgt4W M'IOKE DETECTOR eATT. e4rJcrr WLy� ® aKD CAIEGH MOMMM OL'IE� INTER.CONNECTED SMALL BE A DRTAC! OF NOT LESS THE/ 4' FROM WALL MMAO LOUR I lv NATURAL GM OUTLET . TMJ944" JACK W4 WATER HITTER.. DISCON ECT , AIR CONDITIONING SE! AMUoN DISCONNECT rl_J TILEVISION JACK CE w EON O TO SE SUPPORTED N ACCORDANCE RV OOX J-BOX MARt10 AS SUCH FOR CELNS BOX C1LNS FANLIGHT SUPPORTED TO SE IN ACOOIDAiNCS IW BOX MARKED AS SUCH FOR AII� 24- INCANDESCENT LIGHT STRIP /w• orANwacENT LOW STRIP nnnmm�nnn M• INCANDESCENT LOW STRIP PLDOD LIGHT OPT. SECURITY KET'PAO • P& PUSH-Burrm FOR OE ES AIRPORT • LOCATION OF TV JACKS 4 M40M CUTLETS 4 PANS TO BE VERIFIED • WOI'ECW®R PRE -CONSTRICTION FEETNG. ALL IE 4 20 AP BRANCH CIRCUTS TO es AMC FAULT PRDTECRD PER ELECTRICAL PRROVISIONS OF FERM rTH EDIT'ISH r2en) H NEG glen 2eY minor • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR • ISLAND (NOT ON WJ10M C ROUT) • DISIWASIIEIt DISOMNECT TO Be LOCKOUT N PANEL • BATHROOM 004AUST PAN TO HAVE MN. CAPACITY OF SO CAM NTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MB013 FBCR AT4 EDITION f2en1 • LAUNDRY RCOM RlCEPTACLI SMALL 0E GROUND FAULT CRCUIT-ERER UPn9t PROTECTION POR PERSOMiI. ON FINDERS • MIRING METHOD SMALL BE MON rLTALLIC CABLE PER ELECTRICAL PROVISIONS CF PBCR ATM ED (2eM1 • ALL WOW TO COMPLY WTH ELECTRICAL PROVISIQNS OF TF! IErJ[ ATM m (2eM1 mm 91Y BUILDER AND -------------- LANA Ej LIVING ROOM �. .� CLG FAN , BDRM.#1 ~ PRE -WIRED 61 / `), CLG FAN I / PRE -WIRED �\ \I CLG FAN \ I DINING I A I ROOM I -- WO lJ Q� • L -- .— —" SWITCH IN 39 I 1 I T- - - J GI I L \ L If / GFI uC\ II �C OUTLET Jc(( FOR OW RANGE BDRM #4/ I Ii t— =_ HOOD WIRE W/ FUTURE MICRO PRE -WIRED V j``O )=( (``. "I '�yf CLG FAN _ _ e_� I --, F\BDRM. j / 'IR` IRA/\I / PRE -WIRED GPI I / CLG FAN O 44'AFP. / B. FOR . F------I — / DDOAOR BOLLARD / 1 L O AS REQ PER SLOG. WALL MOUNTED CODE LIGHT W/BWITCH IN ) tT ATTIC 03� / 1 S/GOII CCLLG. METER OUTLET KEYLESS \ \ FIELD FIXTURE VERIFY \\ BDRM•#2 L F0 Lam' IRRIGATION \ � OUTLET • \(;`, ,2 48' APP. GFI GARAGE PRE -WIRED L(\ P.B. CLG FAN )) tt \ FOR 1 CHIMEIf ---------.------- - -----------------------.--/ COACH LIGHT ELECTRICAL PLAN SCALE: I/4' • I'-®' / I L I LED LIGHTING ® SINGLE LAV. • BATH 02 CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN I I � I I L - I I I I e I I I I L I LED LIGHTING C DOUBLE LAV. BATH 9 WP Panel MAIN -A PANEL: 8/18 T.p cN. breaker VOLTAGE: 120/240 V-1 Ph MAIN: 150 Anp M.C.B FEEDER: 3- #1 Cu TNMN & 1- #8 Cu (G) in 1 12" C. OR 3- #20 AL THNM & 1- #8 Cu (G) in 1 1/Y' C. PANEL -A PANEL: 42 crt breaker VOLTAGE: 120/240V-1Ph MAIN: 150Anp M.L.O. FEEDER: 3• #1 Cu THMN & 148 Cu (G) in 1 12" C. OR 3-#W AL THAN & 1-#8 Cu (G) In 1 12" C. AHU-I I mn 150 AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES• A ELECTRICAL MATERIALS, AND INSTALLATIONS SHALL CC•1•1-T WR 4 ELECTRICAL PISONNCW OF THE �Eiti EDITION (2AVT1 LOCAL CODES, AND ALL LOCAL PRIER COMPANY IREOUREtiom IL ALL CCNP=ORS SMALL a TYPE TWWNMAN UNLESS NOTED OTWREEL GRADE PWAM ISO AMP, 001J40 VOLT, I PHAM WCCPDARL ELECT ICAL SIRVICL PROVIDE D R COPPER (CU N I.112" DIA SCM O" W PVC CONOW OR PROVIDE S 40 ALIPINUM (AL) N 2" CIA SCMIDULE W PVC CONDUIT UNLESS SERVICE E PROVIDED BY TFE ELECTRIC COMPANY. COOIDNATS OT14 THE ELECTRIC COMPANY PRIOR TO NO. t 5000 ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT NTERRUPTER NC: NONLONCIDENT LOAD W: GRCUND FAULT INTERRUPTER a LOAD CALCULATION 1E BASED ON AC NON -COINCIDENT LOAD PROVIDE »M CU THEN . FY CU IN2• CONDUIT OR E -410 AL. TSW . w CU IN2' CONDUIT OR 2V AL. Six (CONDUIT TO TERMINATE ABOVE SOFFIT • 0VEII444W COMBINATION EEIRRVDE BRIO Al'P DISCONNECT OUTCN ANDIER 120R40 VOLT M ELECTRIC METIN ENCLOSUREI P�MAS1 NEMA ER PAEL TELE %CM SSRVICI CABLE TELEVISION wmm= SERVICE BHIRANCE EC#A1Wf vaur" R INTERSYSTEM BONDING TRISMNAL AT LOW VOLTAGE CONNECTIONS, 1 A4 CU SERVICE WORD CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE REM E114 EDITION 12e1T1 So" CIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003325 rr >- F -�m o BLTHDm sc LOT: SILVERADO LOT #18 BLK #19 PROJECT* 04128.002-18191 MODEL: 4EBB "1828-CALI" GARAGE 93WING: LEFT PAGE: ELECTRICAL PLAN 150 MPH UP. B DAE, 07/27/20 SCALE: 1/4"=V-0" SHEET E1 I I I I I ------------ I 14'-3' 12'-2' I I I � 0 I 1 � LAV. — — �I m I Til � AV. _-- — --- —J - - INK p OHM PAN M 3'-2- 11'-1, I ii I II I II 11 -- u 2' VTR 3'-2' 3'-1' I' -I' I I �i\ KITCHEN O 2, `� \ SINK W/ , � 1/2.AUTO VENT • y WC I LAA Tug Vr Ilill LAV I -I 17' 3' 3 I 2� LAV I I I ' WC m 2 SHM 1/2' 3' 3' 2 WASHER 2' °' Co To MAIN -- PLUMBING RISER DIAGRAM I I I PLUMBING PLAN SCALE: 1/4 . 1'-V i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com L AA M: 0003326 �i C i• m all 11 11121 9LTHDiV ae X.0 SILVERADO LOT #18 BLK #19 PROJECT 04128.00 -18191 DsoaEs 4EBB "1828-CALI" GARAGE 3WD(G: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DAR 07/27/20 MICAIM:1/4"=1'-O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT @HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, 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 POO 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 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 SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, 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. 9 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 POO 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC " '^" O O EXTERIOR WALL PLENUM;uMECHANICAL AIR RETURN ON AND LIQUID AIR SUPPLYGERANT LINES AIR HANDLERRIOR WALL VC CONDENSATE DRAIN LINE EVAR TRAYLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORMCONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED ORAN, AS PER FBCR 6TH EDITION (2011) BLDG. CODE SECTION 3011.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.Vr_ OPTI/SFEC FLOOR SLAB CLEAN -OUT TYNN 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 OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT E3 PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAF'CONS UNIT SIMPSON WE, ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 48XI I/4' $WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-8'XB' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED ■ ZEXT. GROUND CLEAN -OUT (TYPN MECHANICAL PLAN SCALE: 1/4 • P-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdealgngroup.com AA #: 0003325 74 d � c N 33 6 S BtmDm Z LOT. SILVERADO LOT #18 BLK #19 PROJECT* 04128.002-18191 MODEL: 4EBB "1828-CALI" GARAGE 9WDM: LEFT PAGE: MECHANICAL PLAN 150 MPH Effl. B 1 ppaNT DATE. 07/27/20 SCALE: 1/4"=1'-0" SHEET 1VI1 2X4 TOP PLATE PRE-FAS TRUSS 62. CLG. BOARD— /' 1/2' DRYWALL — , • r SECURE ST. — PLATE TO SLAB W/ Od MASONRY NAIL • 32' O.C. MAX FIN. FLR 2x4 WOOD STUDS •24' or_ SLAS ITIONS SUPPORTING HUNG PLUMBING 'aES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE IV O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'•I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R808.1.1 ON I}' O.SB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 45 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'•1'-0' B/a' GYPSUM DOA OR I/2' HIGH STRENGTH CLG. BOARD PER ELEVATION J. BEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I..,. PER ELEVATION TYP. O.N. R-4.1 INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS 0 24' O.C. a' CMU 1/2' GYP. WL. BD.— / �- WOOD BASE I FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROMA ON J' O.B.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a n W/ WINDOW OPENING r.NTYP. WALL SECTION " " NO OPENING NOTE: PER SECTION Wrv.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (-2)-A- ERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.r-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST 5E PER ASTM 0226 TYPE If ASTM D 486S TYPE IV, OR ASTM D 6151 no 4•AL uve Pole •A• LM _ eo. • 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.l.l ON I}' 0.S8. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—// PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.I a' CMU I,_m. TYP. N' 7H ICK 2 COAT - RORTLANO Cmim PLASM APPLINO 00maTLY TO rA•O W PI•oom= _ APPROVAL R•O. V TRKK PA•TlRo TO "OOM TRACK OR4QQM uv PRCOYCT APPROVAL R•n s GARAGE DOOR JAMBS D1 SCALE: 11/2'•I'-0' �2X4 OFF 24' O.G. MAX. — SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' ZSTRUCTURAL DETAILS -ENG WD. TRUSS CONT. 2x RAT RUN SECURED PER- /� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ S/V GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD „ 4. n W/ WINDOW OPENING a R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. 1/2' GYP. WL. BD. - WOOD BASE— i TO PILL '!R L PIBERGLABS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.LI ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER I,.m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �0'-0' FIN. FLR n TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•1'-& 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32780 PH:407-7745078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 r o StYBDIN. at LOT: SILVERADO LOT #18 BLK #19 PROJECT 04128.00—18191 MODEL: 4EBB "1828—CALI" GARAGE Swn;o: LEFT PAGE: DETAILS 150 MPH EXP. B 1 • .� '1' Dw� 07/27/20 SCALE: 1/4"=1'-0" SHEET kk D1 i. 2X6 P.T. • C&OM OF DOOR HEADER SECLNWD W/ (U IQ' x S' J-DOLT IW 4' MN. EtEEDtENT UY 2' X 2' X W WASTER 4 NUT OR UV (2) VJ' X V ANCHOR DOLTS UV 2• X 2' X W' WASHER 4 NUT R SECURE 214 ON RAT TO DLK E UV MASONRY NAILS. 2Xi GARAGE DOORDOOR DUCK BECWEfD W/ (8) V2' X VJ-DOLT OR ANCHOR E DOLTS. LLV 4• MIN D`EEDNENT, W/ 2' X 2' X W WA"R 4 NUT. (V UNTNN S' OF TOP. (D WT14N S' OF THE DTM. (3) EVD&Y SPACED. E ® IN E E E f6 NOTES, ALL ANCHORS SHALL DE N ACCORDANCE TO M M•4JPACTURER'S MTALLATION MTIlJOTIONS WHERE 9UCHI Na7RIlGllem AIE H ATEM6ENt GARAGE DOOR rl'\BUCK ATTACHMENT 4C.IHL N'•1'.O' 8' CMU V DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ i(.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 t/DiDOF TO HI.00K +3 4 OR +5 4 UA SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ V*' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 .MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' D.C. MAX SPACING. 2X6:m SECURE TO BL WR-V.' NS( TAPCOMIK BANK SIZE 145 MIN. MEAD SIZED-4pO MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 8• 18' O.G. MAX SPACING. K• 2X8,m � I'X SECURE TO BLOCK W!J-�' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 r OORMIN. EMBEDMENT IY4)T WITHIN 8' OF EACH END 4 CMU DRYWALL 4' OR 170' P.T. NAILER OOR CASING JAMB OR WINDOW TACH TO 2X PER MANUFACTURES DETAILS. 18 O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" /n1 MRdDOW TO BLACK +1-1 " " SCALE, N.TS. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' D.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6aw SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE A45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' cm MIN. EMBEDMENT I Y49 'DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. VX4' OR I'X2- P.T. NAILER 2Xbm SECURE TO BLOCK W/2-yw 7(4' O.S.B. X 4' MIN. (MIN DOOR CASING IMIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15/1" WTO H +-1 8 C SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/ V&' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUC%W SECURE TO BLOCK W/2-V NON-STRUCTURAL V TAF'CONS TAPCON MIN. I-Ys' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4) D• CMU WITHIN 8' OF EACH END 4 V DRYWALL 18' O.G. MAX SPACING 2X8� VXW OR VX2' P.T. NAILER SECURE BLOCK W/2-' OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR BLOC 1 iDO TBLOCK+ O2z44- SCALE: N.T.S. 2X4m SE�STO BLOCK W/ �(r' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END NOTE' STRUCTURAL 2X 18' OTC, MAX SPACING. MUST BE ON OUTSIDE 4 2X6a SECURED THROUGH SEA�80 BLOCK W/2- 'NON-STRUCTURAL V TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 -LFDRYWALL MIN. EMBEDMENT I Y4) 1S' R WITHIN 8' OF EACH END 4 X4' OR 1'X2' P.T. NAILER 18' O.C. MAX SPACING. 2X8vw SECURE TO BLOCK W/2-Vo' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE -40073T MIN. EMBEDMENT I Y4) 'DOORJAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. IID,6M Mmmmrom"J/fotoo—oemwl DOOR JAMB TO BLOCK +3" E, N.T.S. 2X4m SECURE TO BLOCK W/ �(U' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-F/(6' NON-STRUCTURAL i(r' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4- 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 8• CMU Jf• DRYWALL 18' OZ. MAX SPACING. 2XS m I-X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%- X SECURE TO TAPCONS(MIN. SHANK SIZE TURAL MEMBER [�(2U`2',� .145 WITHIN8' OF EACH MIN. HEAD SIZE 300 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN e' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y♦') DOOR JAMB TO BLACK +3" ` SCALE. N.T.S. 2X4® SECURE TO BLOCK W/Ya' TAPCONS(MfN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦-) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I ) Y4 V DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR PXI' P.T. NAILER 2XD® D SECURE TO BLOCK WA-1/4' 7(.' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18. O.C. MAX SPACING. MANUFACTURES DETAILS. non. 4,11'I a IUD ro lwE JY! roo NOT ocm #•, DOOR JAMB TO BLACK +3-7/IB" WINDOW TO BLOCK +3-7/18" G SCALE, KTA. 2X4 m SECURE TO BLOCK GUY.' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xb=; SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL Y&' TAPCONB TAPCON MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 y)• DRYWALL IS, O.C. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK 10/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR GA81NG (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" ENDOW K +3 3 4" H SCALE: N.T.S. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m L AA #: 0003325 F � q c 5k§k0 6 kbk b 9 atinDrv. So LIOT: SILVERADO LOT #18 BLK #19 PROJECT* 04128.002-18191 MODErr 4EBB "1828-CALI" GARAGE $1rING: LEFT PAGE: DETAILS 150 MPH EXP. B DA 07/27/20 EICAIX: 1/4"=1'-0" aHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 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 10531.20 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 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELRE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2027 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/32/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 07/10/2020 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.apdesigngroup.com AA #: 0003325 c �o ka k a etMDXV. S. EAT SILVERADO LOT #18 BLK #19 PROJECT 04128.00�2-18 91 MODEL- 4EBB "1828-CALI" GARAGE >l1TRNG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP, B DwRTffi 07/c r 8CALE: 1/4"=1'-0" SiIEET D3 PREFORMED CONTROL. JOINT'S PLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.C. MAX (VERTA N012L DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W) SEQ"MAY C4COJOIIBE USEDNTO TEMP. DURING INSTALLATION —� PASTENERS TO BE SPACED • 1' OG. MAX VERTICALLY? LATH SMALL NOT BE CONTINUOUS TWFkX4W CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACM SIDE / .�— �• -i PI. I' 5 COAT CEMENT ASTBR \ RM LAYER 9, PORTIFIBER BUILDING PAPER rl oar rare T� � Iv TO N• APPROVED METAL LATH FASTENED *1' (VERTJ O.C. MAX AT SUPPORTS URI B LAYER -L STUCCO URPAP WOOD SHEATHING PER ASTM C1069 /` � I `� PLACED RAT MAX 6OOKINS,' TO 8 1JO14 FROM CONTROL JOINT U.NBi CTRUCTU- L 6T FALLS ON NOTE, FASTENERS FOR LATH TO BE NAILS OR - STAPLES i STRUCTURAL eil® STAPLES IN COMPLIANCE WV ASTM C1063 T 2. WIRE TIES TO BE (NO. 0) oID415' WIRE / a BLOCKING SHOW MAY BE IN ADDITT \ TO WALL STUDS REQUIRED PER PLAN II I � I Ii11MIAl OLF0.D NEW. -A ®roLD OL POLO Nam - WE A T. COWAN -R.B ► CREAM - Pr. c OL1'GLp NYW .R.A T.OtA.E . PL B FOLD IE• (Q 1 L TOLD NYOR! . PT, 4 COWAN . M. B 1CIAM-PT. C 4 FGL.D M. c Ompt PT. a TLL PT. C TcuCw" BOTTOM FLAMM M OOROM RNJ� —.— TIGHT III POLO. Ma SDI CUT. r THICK s COAT CEMENT PLASTER ()INAtEI, �' 2 COAT CELW PLAOM (cm) GILT) APPROVED BUILDING URtAP SHALL M LAPPED A MINIMUM OF 4'X4' SELF-ADWERING MEMBRANE 6' • VERTICAL LAPS (ROLL PLASHING (COMPATIBLE SV HIOUBE ENDS) a 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WT14 FORTIBER "ATHMG TAPE FLASMINI To EXTEND ONTO PIPE / \ 1. OR LESS PIPE r i'X6' SELF•ADNERMG MEMBRANE/ \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'X4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED / I• MIIL L.-P . METAL LATH \ HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE X X X — — — — CUT AND OVERLAP ONE SIDE OF METAL LATH SLASHIN FER2Y- N'EMBRME CUT AND OVERLAP ONE SIDE OF PLA*NMG STEP 61 STEP "2 PLAb4MG RING MEMBR4N8 URa5 LAYER P, I r THICK 6 COAT CEMENT STUCCO WRAP PLASTER UM LATER IL STUCCOMETAL LATH I1wAP • nR P Y / I WIND LAYER -2, FORTIRBER UM LAYER -2. POWIFUNR LLIED LAYER -2, POR(IFBER BUILDING PAPER BUILDING PAPER \ BUILDING PAPER METAL LATH WIND LAYER q, \ / I STUCCO WRAP 6'x6' SELF-ADIERMG MB`BRANE PLASHING OVER 4.4' SELF -ADHERING PRO-NNt E INSTALL FASTENERS (CLIFFS, FLASMN6 OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS MOUSE UAEAI-. REOWRED TO SECURE FLieLING TO EXTEND ONTO MPE PPE/ USE TO PRAMING 4'x4' SELF-ADIEIENG MEMBRANE FLASHING OVER APPROVED HOUSE UAtM. r nN uTw R.ASHING to EXTEND ONTo PIPE LAP. 4. OKR ALL LAP 2 ° Ili' CONT. BEAD OF SEALANT SCALE, 11l2'PI'-0' INSTALL APPROVED MOUSlAIR IMILTRATION DARtlCR OVER 6HIEAT41141 MG O ELASTOMERIC COATVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTIOW Q KICKOUT DETAIL ere , OILY) E Olt cm NOW \ aLUJ. RAMiNtl (art 1aAOMP4 (see AIL) � 6 mNNn 4T BOTron 11001, ROOF . I - I'"`L NTEr6C110/E — -IATE4 TtOIR MAL (@DO LA 0 L I7 u NOTE, 61DE LAPS Cl- METAL PLASTER BASES 614ALL BE SECURED TO FRAMMG MEMBERS. THEY *HALL BE TIED BETWEEN SUPPORTS WTH 0O410-M (12I- M) WIRE AT INTERVALS NOT MOIRE THAN S' (226-MMJ AS PER ASTM CIOSD 1AL FOR REPAIR OF TEARS IN WEB LAYERS, TEARS MAY BE PATCHED WMOUOE ~ TAPE PER MMil. 6ffr— OR PEEL 4 STICK WOOD &HEAT BULDI PAPEP STUCIN ATiI 1PER WOOD SHEATHING OR CMU WR5 LAYER FI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOFyll1ALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING:) CAP SHINGLE DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. SECTION PER SECTION R>w.T EISLIIEr1A(LIE ETd pmowft Exterior use of portlaN cameral pester shell comply with the application raqutrementa of ASTM C 926-12A. Installation of exterior lathing " framing shell comply with ASTM C 106412A. LEGEND DRAINAGE PLANE (WR5 LATER *1, STUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER — --- — --- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO L_ •I0 ! ► - %///////////// SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-541-09, MIN. 2.5 1-55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i"i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003325 F IRE 6 � EOM 1 b y m ��•• }yp�� 5 N ul z a BtMDM & TAT SILVERADO LOT #18 BLK #19 [PROJICCT# 04128.002-18191 MODEIA 4EBB "1828—CALIn GARAGE BTrWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 1 F-ppAtumm-07/27/20 9CAL.E: 1/4"=1'-0" BREET WA1 INSTALL 6' SELF -ADHERING IN MEMBRANE PLASHING OVER STUCCO TOP, SIDE(b) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SEQUENCE OF FLASHING TO ISEc L BOTTOM. 2. SIDES, 3. TOP OVER TOP 4 SIDES VENT GAP IS TO BE SET N DED SELF �OLT OF SEALANT AT TOP AND FLASHING LAYER -1, SIDES ONLY. SEALANT IS TO BE SIT STUCCO WRAP TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. LAYER 9, FORTIFIDER 1441 N. RONALD REAGAN BLVD `E DEAD ALL AROUND PREMANUF. DRYER DUILDNG PAPER LONGWOOD, FL32750 VENT -APPLY � VENT -APPLY SEALANT ALL VENT GAP (SET IN METAL LATH PH:407-774$078 i ,fit JOINTS AND INTERSECTIONS CONT. SEALANT) FAX: ao7-77a�to7s r I APPLY SEALANT AT PERIMETER OF CONSTRICTION .y�RMISH •TEXT! ODD www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO Y' CAULKING JOINT FASTEN TO WOOD STRICTURAL MEMBER a 7' OZ MAX AA *: 0003325 OONNLALL SIDDES, ° SEALANT • e, CfAI 1 TOP < SIDES PER SECTION R703.7 ExIlw1or 1efft T01i' MiD-WALL BACKER Roo Exterior use of Portland cement plaster 6 B DRYER R VENT (BLOCK) C K) x� shall comply with the application �� :x. requirements of ASTM C 926-12A. < 1 ?� 6' WIDE Installation of exterior lathing and framing E PLABWM CLEAN SELF shall comply with ASTM C 1063-12A. ,* MASONRY BEFORE APPLYW. WRD LAYER 'I, TEXTURED r STUCCO WRAP I " HOODED VENT BUILDING PAPER e t= OVER 'QUICK i•THICIC3COAT CEMENT FLU' r — — — HORIZONTAL WEEP SCREED i PLASTER — —� (FRAME TO BLOCK) METAL LATH WRD LAYER -2, FORTIFIBER PIPE THROUGH DUILDINCs PAPER WALL WOOD SHEATHING l -•74 L DRYER VENT (FRAME 6' SELF ADHESIVE PLASHING (INSTALL PER MANUF. SPECSJ e' BUILDING PAPER UNDER 'QUICK FLASH WRIS LAYER •I, A CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP am FOR BOX INSTALLATION 0 CUT 'X' INTO i A VENT PENETRATION wRB LAYER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING SCALE: NTS. APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER _j APPROVED UM LAYER •I STEP #1 STEP #2 APPROVED WOUS �P BELELEC. WRB LAYER •I, METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT 0 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE TP FELT MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER 42, FORTIF15ER ITY TO BE FILLED STEP #3 BUILDING PAPER W THRIGID POLYMERIC ERIC STEP 4 LEGEND ISOCYANOTE-POLYBLEND FOAM !'GREAT STUFF' OR SIMILAR) T, APPLY A SILICA ELASTOMERIC DRAINAGE PLANE (LURE BASE SEALANT AT POINT COATING OVER LATER "I STUCCO IURAP) THAT ELEC WIRE PENETRATES SERE TYPICAL WALL SVHDIV & LOT SILVERADO LOT #18 BLK #19 PROJECT# 04128.002-1 191 1LODELa 4EBB "1828—CALI" GARAGE 31WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. APPLY E-2 BEAD e•o•e a SECTION) OVER 60 MIN ° LURB LAYER 02 (FORTIFIBER — — — — — GRADE 'D' ?e METAL LATH r BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH x—x—x—x 4 1 COAT OF PAINT WRACK- JOINTS AND �Q O ROLL PRIOR TO INTERSECTIONS ° . e • e. e STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH J COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND 9C�7 SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 STEP #�o NOT ELECTRICAL RECEPTACLE m m o4"=1'-o METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O acw:.E:t/4"=�'—o" R1031.1 / ASTM C-84l-0% MIN, 2.5 LBS. O PENETRATION PER 50. YARD (UTILITY OR NOMINAL WMET LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO -ADHESI k 2 1/2' CORNER BEAD (FASTENER 4 SPACING * 1' O.G.) CMU %- THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 Nile§W a w a C s atrumv. . LOT SILVERADO LOT #18 BLK #19 PROJECT# 04128.002-18191 MODET- 4EBB "1828-CALI" GARAGE B'WU4*: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 61 DA� 07/27/20 sCALE: 1/4"=1'-0" sHEET WA3 LEGEND DRAINAGE PLANE CURB LAYER 01, STUCCO URAP) URB LAYER 62 (FORTIFIBER — — — — BUILOING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOW SFEATNNS YEATIAM RE6ISTIVE 064"ER'I BARRIER RE618TIVE , 41 ` \ / \ !1(t' X T��� SIDMG i ' \ fL LP G R-A&4W I+ERrcrc. a L \ ' DER I^YF.SI6TIVE STARTER STRIP / \\ \\ URATHER �ARwER IRQSISTIVE DO NOT Cd1LK OR \ \ \ y 661 ADNERW. EEAL \ GALVC T'EiTAL GALV'D FETAL — 'Z' R.A6NMG 'Z' FLA6NM5 lulaOD6 FEFIp�ER 0lA2 v • / \ / Y• X 6' M'4WTED UIOD Tlill'1 FEFIGER \ SEAL GAP UVC"KIN5 / OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION WOOD SNEATNING WEATNER IMS16TIVE DARwER a WEATI'mit REGI6TIVE ./ I�j(. x T r: LAP SIDMG \ 6AWLP- EERW. N REVEAL OR BOARD 4 6ATTENV6Ea PLAGNeaGS i \ 1 DAIECER! RE616TWE / STARTER StwP \\ \\ �ERRE616TIVE \\ f/ 6• SELP-ADHERING 11 FLA64ING \ — = GALVV FETAL GALV•D METAL — — •:• R-ASNMG :• FLAN04 NARDIE TRM PER ELEVATION C / \ NARDIE TI M PER ELEVATION CAP 6VCAULKM OR APPROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N: 0003326 174 Q o m o Q L J BUBDIV LOT SILVERADO LOT #18 BLK #19 PROJECT* 04128.002-18191 moDEL: 4EBB "1828—CALI" GARAGE SWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH B / \ —2x6 SUB-$ANt) W/I'x4' NOTCH m END, WRAPPED IN PEEL t STICK —DRIP EDGE I� —'1/8' TEXTURED I FINISH a WOOD I �� 1/2' TEXTURED FINISH A CMU / —METAL FASCIA \� WRAP Ye' FROM STUCCO, I' FROM WOOD WALL i 1/6' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH .fj METAL FASCIA WRAP r UJOOD SHEATHING OR CMU WR6 LAYER N, STUCCO WRAP(FRAME ONLY) — WRB LAYER R, FORTIFIBER DUILDING PAPER _ _____- (FRAME ONLY) 2X6 SUB BAND—/ROOFING CEMENT DRIP EDGE ©PLAN B METAL KICK OUT EXTERIOR WALL tee\ y (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \� \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY \ \\ ROOF DECK (BEYOND) 00 DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PLAN A TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH * CMU � / 2x& SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V' SCABBED TO TRUSS W/12a NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH 0 END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x LIN x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X % % X % % X X X X � / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _6 SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WAO 'x4' NOTCH O END, WRAPPED IN PEEL < STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774a078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 J v14 r m o SILVERADO LOT #18 BLK #19 MODEla 4EBB "1828—CALI" GARAGE 91fMG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 3 Dw4`E 07/27/20 SICALM: 1/4"=1'-0" WA6 28'-8" 11'-0• 3'1" 15'-10• 9'-6" — 1 ---� — FM-12X12 - ------ FM-12X18 — 11 m fj m 4" CONC. rI xI SLAB w� F-24X24 11_0, +.31/2 r . I 10'-0" 10 1.1 EXTEND FM-12X18 1 I SLAB 1 1/2" I 11t I iv Tp�p OF SLAB Ii I i 'I I I �I I I �I I I 4. 191-01. I 4" PVC L — — — — CHASE- TE-1 � I 1.1 I • -' o_ 5 1/2 17,$" 2,-8, 5 3' ,uj a I � m ' ILL I EXTEND 1 2 SLAB 1 1/2" 1.1 ro --- m FM-12X18 4"CONC —.-I �(L SLAB ( I I Y-4 I g IN a ,$-3 1/2 i I, 4:7 1/2 2 L O J I ry 1.1 ih 1 1 I FMC-12X18 — v FM-12X18 — — — — — FMC-12X18 4 1.1 L — — FM-1— — — — — 0 11 J 4 1. 1.1 2'-8` 16'-0' 7-8• 3'-10" 10'-2" 4'-4" 14'-0" 21'-4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. 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. 11.01NDICATED #5 BAR, OINDICATES #6 BAR,NINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS 0) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR-S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1.4xW 1.4 OVER GENERAL 3112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" lal FM-12x12 12" CONTINUOUS 12" - s FM-12xl8 12" CONTINUOUS tall (2) 's FM-16ai6 16" CONTINUOUS 1 " s FMC-12x 8 12" CONTINUOUS i " - e VARIES - X 24" 5 8 FOUNDATION PLAN SCALE: 1/4" = V-0" d N.RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abd"gngroup.com AA #: 0003325 rr� Q O Mill 1pnoj=T# VHDty ac w SILVERADO LOT #18 BLK #19 04128,002-18191 MODEL. 4EBB "1828-CALI" GARAGE SlIfMG: LEFT PAGE: FOUNDATION PLAN 150 W EXP. DA T` 07/27/20 SCALE: 1/4"=1'-0" SHEET s1 30' MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — °• CELL SEE PLAN FOR SIZE AND _a a O CELL SEE PLAN FOR SIZE AND ° ° 1 SPACING REQUIREMENTS m SPACING REQUIREMENTS .' f°• T" .p, /*� GARAGE DOOR / w U w 1 W^ RECESS mm J e iL m Q III '� ram_ FM . [[[gCCC = N Z 8" CMU WALL O 8" CMU WALL 1 CORNER BARS, SAME SIZE AS LARGER BAR •rl W Lu 8° O o Z tO - IN FOUNDATION WITH 30" LEG EACH ; �, w = U) -- TOP OF SLAB "'' +- 0'-0' TOP OF SLAB -B WAY AT ALL CHANGES IN DIRECTIONS I .. SO THAT THE STEEL REINF. IS CONTINUOUS y MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 4B BAR DIA. 4 CHAMFER (1-STORY) ,8" EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE .° °. I ILL CONTINUOUS STEEL MONOLITHIC �° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '" �pn AT ELEV: W/ 1/2" ISOLATION. JOINT (WHERE i - 6"CHAMFER (2-STORY) q4 24" W/ 1/2" ISOLATION I 4" CHAMFER (1 STORY) 1 , aO 6"CHAMFER (2STORY) 0'-0" APPLICABLE) Z_ - SEE SCHEDULE 30' JOINT (WHERE APPLICABLE) Z i i EE SCHEDULE a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE ##6 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 42„ N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE: 3/4"=1'-0" 2 BQALE: 3/4"=,•-0" - @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" �� LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN wLij 5— I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE 112'k9" WEDGEETIN _ BTM. PLATE TO BE PT. WfFLANGE Q BASE 0: p_ g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO - 8", LINO PLATE EPDXY 5-1@" EMBED. MIN. Q 16" OC SLAB W/10d MASONRY o Q 0 FOLLOW ALL MANF. = SIMPSON SPH4LA SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL � 0_' SPECIFICATIONS FOR V) Q I BTM AND TOP PLATE METAL USE AND ANCHORS W/ 1Od x 1 1/2" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" F=- ao PREPARATION OF CO HOLE. COMMON NAILS FILL ALL N REQUIRED WHEN NO N UPLIFT IS PRESENT. TAPCONS w DO NOT USE 10d w w -� z T' SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB - TO0-2 P OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) a.�- a EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3a"=1 0 MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 BCALE:34"=1 ° (NO UPLIFT) SCALE:3/4"=1'-0" SCALE:3/4"=V-a' (W/ UPLIFT) LAP TOP PLATE A MIN. OF 46' --�� 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 WIPLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO p BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL O a Ja CONNECTORS NOT REQUIRED WHEN NO m O 8" CMU WALL UPLIFT IS PRESENT. ai `- 0'-0" POURED LINTEL CONT. (TYR) ' �: 8" CMU FILLED CELL JYP.) TOP OF SLAB �'i'' SEE SLAB SCHEDULE .I. 2X WALL FRAMING _ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST82 BOLTS 5" .- p-p" Z Z - a MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH a•.� y . _ •-- - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE a3• FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 5 INTERIOR FOUNDATION WOOD WALL ,0 FOOTING AND COL. PAD 1 1 BLOCK WALL CONNECTION `� SCALE: 3f4"=l'-0" (NO UPLIFT) 1� SCALE: 314"=1'-0" I 1 SCALE: 3/4"=V-0" l"i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA k: 0003326 F b '�c O 14 i L i". 4A w 0 BLmDIV. ae LOT: SILVERADO LOT #18 BLK #19 PROJECT 04128.002-18191 MODEL: 4EBB "1828-CALM" GARAGE SWOM LEFT PAGE: DETAILS 150 MPH �[N DAF-IUTE. 07/27/20 SCALE: 1/4"=1'-O" SHEET 51.1A DOWEL PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7749078 FAX 407-774.4078 www.abdesigngroup.com 1 AA p: 0003325 b y C � kbk 6 3 SLTSDLV. a. w SILVERADO LOT #18 BLK #19 PROJECT 04128.002-18191 MODRIA 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DOWEL PLAN 150 MPH FA B pan 07/27/20 SCALE: 1/4"=V-0" SHEET SI.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. - Z a 1441 N. RONALD REAGAN BLVD .a ; LONGWOOD, FL 32780 • PH: 407-774-B078 FAX: 407-774-4078 - www.abd"gngroup.com < a #5 BARS AA #: 0003325 8" g O CLEAN OUT REQUIRED Oa' FOR INSPECTION 10 M 0'-0" FIN. FLR. TIE ERTICAL REBAR A •a .. .-• TO HORIZONTAL ■ 4 _ REBAR W/ 10" HOOK o y q Sa � KmK 6 BAR SIZE 48 BAR DIA.�e Z w #3 18" m UU #6 30" Q ARE NOMINAL SIZES DIMENSIONS ZES 42" O� MASONRY SYMBOLS 3 HORIZONTALNERTICAL SCALE: 3/4"=1'-U' !;Z00) REINFORCINGUS � SCALE: 3l4"=1'-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o cyy SPACING REQUIREMENTS mW U 0 r Z 6" CMU WALL TOP OF SLAB a - TOP Ora SCHEDULE• SEE SLAB SEE SLAB EXT. PORCH SLAB BAR SIZE 48 BAR DIA. W/ 1/7 ISOLATION 4" CHAMFER (1-STORY) #3 18, F UU JOINT (WHERE •.�_ . 8"CHAMFER (2STORY) #4 24 APPLICABLE) Z MATCH STEEL #6 39' REINFORCEMENT 6' PVC CHASE iv PER SCHEDULE #6 36 6" PVC CHASE THRU FOOTING aunDiv. dg LOT. SILVERADO LOT #18 BLK #19 PROJECT# 04128.002-18191 MODEL: 4EBB "1828-CALM" GARAGE SKIING: LEFT PAGE: DETAILS 150 MPH FV. B THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" @@@NO DATE 07/27/20 SCALE: 1/4"=V-0" SHEET St.2A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Dd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IDd 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 2 718" 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,0.6. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WkE' REINFORCEMENT STIRRUPS REMARKS .TM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8x8 (1) #6 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 �F�6BN SAFE LOAD - POUNDS PER LINEAR FOOT �� SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U6 I es4r I W124B 19100 1 rX4* 1 o244s 1 Spada WM-W TYPE LENGTH SUSS We ROMU T LENGTH YPE eFSIT slam Ir1a-1T Pao W%IT er+sar *201T I erwar OWT wa-2r WN-IT pno WHIT eda2,2T 3'4' (42) PRECAST 2297 T4• (42*) PRECAST 1026 1024 I= 3'4' (42') PRECAST +er NOS aaN 4aN Sin Naa Tool 1eN axe 31N 4N4 NO Nn 70m V4' (46') PRECAST 1BB6 V41' (4n PRECAST 7B6 783 1309 40 On PRECAST tan ZIN aon agile 4WD NX ems INS fan NN N16 490 Bata WO 4'4• (54') PRECAST 1666 4'4' (54-) PRECAST 592 1N1 1073 4'4' (64•) PRECAST 12H 20N 7w NN 400 4711 1Re Iw 7010 2707 33M 4043 a„ W§ 6'I' (64') PRECAST 1211 8'J• (647 PRECAST 471 411 748 6'4' le4"1 PRECAST tme m 22/e afN axs aNt 4a2z +ate tn6 2a0 21" NO 3W 4n2 B-ta (70') PRECAST 1082 V40' (70� PRECAST 340 330 Ole V-I(' (70') PRECAST ON 1 203 a,m aem Naa ON tan 20N m 3107 800 4133 T-6' (7n PRECAST hoe B4' M PRECAST 607 721 490 8'4' (M PRECAST t 23N =I at ON 1407 Ian NO 22N 3x1 ant r4' (BD') PRECAST 113 r4' PRECAST 4TA 631 883 T4' PRECAST W. 1 1 MN 207 uN 72r Ing ION X25 24M 2e27 a2N V1' (1127 PRECAST 1T64 7.4' (112') PRECAST 320 512 230 6'W (11Y) PRECAST N1 70 11 1474 I 2157 2eac NI ON 1310 ton Ion nN Nts IO'4' (12n PRECAST 475 10'4' (12r) PRECAST 264 401 180 to'4• (126') PRECAST NO ae me 11N tN, , 2ml No No 11N 1472 17n 20M NO 114• (136� PRECAST 882 III (13n PRECAST 28D 452 154 114• (798� PRECAST 474 eN a00 my Ia7 tat ,7n 464 N7 t 13720 tNa teta" 21n 174• (144') PRECAST 997 12-0' (1"-) PRECAST 244 402 IV 174• (144D PRECAST 170 4n IN 7N O0e 1 t ION 470 4N Ian I 1311-t. INN IT41' (180) PRECAST 290 17�' (160') PRECAST 217 324 110 17.4- (IW.) PRECAST Hs 30 em 7N 804 t 1. 421 400 iN 11N N ,se7 14'4' (IWI PRECAST 278 14'4' (te87 PRECAST 206 2e8 100 14'-0' (16BD PRECAST M. I I210 416 426 n7 IOU 1007 14'4' (17e� PRESTRESSED NLT. 14'4' (176•) PRESTRESSED N.R. 254 91 14'4' (176') PRESTRESSED YM 20 n1 me NO W 02 ON aw en 1N 77i7 ON 1Ba• (184") PPXSTFtE88ED N.R. 15-4' (1e4-) PRES1�88ED N.R. 259 83 16.4• (184i PREBTRam 2N 230 a/a an 4N Ne NT me 7N I e11 INK Is" 1r�• (2oe') PRESTRESSED N.R. 1rd' OW) PRESTRESSED N.R. 194 84 lr.P (2 n PRESTRESSED Ip 1n 2" 30e 41 an Nt 740 NO 1 iN 12" sA 1473 16V• (2 r PRESTRESSED N.R 1(Y4• (2#2") PRE6TRESeEo N.R 149 st 16V' R32') PRGSiRT�SED In 1N 2N 2n w 4N 4a an N7 N, N7 1 74f Iw 274' (268� PRESTRESSED N.R. 21'�4• (2ee'1 PAE87pE88ED N.R. 126 42 21'.4" Mn PRESTRE88ED 142 2N am an 4N NS ON 274' (2e4-) PRESTRESSED N.R. 116 40 274" (2841 PRESTRESSED 142 IN IV 2n Ia Ma a1 2N eN ni 379 Ni 721 402 eN sN ON eei ,ON eN ON 274' (2e49 PRESTRESSED N.R. 24'4' (2569 PRESTRESSED N.R 21'-0• (2eC) PRE8TRE88ED N.R 81 33 24'-0' ( PRESTRESSED 1N 1N to 102 N7 ate 842 N 436462 410 ON 40 Ta sa eH - 11 - - 4N 4N am N4 tON 7ffi (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES• BY CASTCRETE WAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF VVI DOW OPENING �OmmO© �00m0®mom i00�000m O��Omm �m�0000 mo��!oom 0000m00 ���0000 0®��000 �m000�0 m000mQ"!C�S ��m0�m0 om®oo OD®!E7©m0 ommom��! oo®momv ODmm000 ��00m00 ©mmm�0 ®oms��mv �mommmoo '.0©�0000 ���00m0 00��®00 0�00��0 ----m—m----mom 8F16-1T/0M/0B 8F16.1T/0M/0B 8F16-1T/0M/0B 1 1 1 1 ♦♦♦ I , c ♦♦♦ 1 ♦♦ I 1 ♦♦ 1 1 ♦♦ I I 1 1 1 ♦ ♦♦♦ 1 1 1 ♦♦ I 1 1 ♦♦ I 1 1 ♦♦♦ 1 � 1 1 ♦♦ i 1 ♦♦♦ 1 ♦V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 l0 1 1� 1 2 0l 1,6 ILL 1 ,bl Im 1 LLI i 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 1 1 OF WALL EL, 8'-8", LINO. 1 1 1 1 1 I 1 1 I 1 1 IL I 1 1 1 1 � 1 ♦ I ♦♦♦ i ♦♦ 1 1 � ♦ 1 1 I ♦♦♦ 1 1 0� ♦♦♦ 1 1 1 �♦ ♦♦ 1 1 ♦♦ ♦♦♦ 1 1 T OFM/OB ♦♦ 1 1 1 ♦ 1 1 1 ♦ ♦ 1 1 1 ♦♦ 1 1 �� 1 ♦ I I 1 ♦♦ 8RF6-lT/OM/OB 1 8F28-1 T/1 M/16 ♦ I 8F16-1 T/OM/0B 1 TT 1 LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 iu r o HVBDIV. !e IAT: SILVERADO LOT #18 BLK #19 PROJffiCT 04128.00�-18191 ILODS.Li 4EBB "1828-CALL" GARAGW. E swn�4s: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH B NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"x8" I. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 WAS2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL HEIGHT. MASONRY UNITS A5 REQUIRED TO ACHIEVE THE REQUIRED BEARING �e NOF REINFORCING (L2) 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+` \-� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x16" OJ�PP\'� / S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #6 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL ' COURSE OF BOND BEAM / TOP FORTHOF THE GI FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 VERTICAL REBAR W/ 10" HOOK / L. A �\�'�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 �t 1441 N. RONALD REAQAN BLVD p0y' FF.� 8x16 DBL. BOND TOP OF LONQWOOD, FL 32760 'kP' BEAM W/ (1) #5 BARM BOND BEAM PH: 407-7748078 •\0� 0 EACH COURSE FAX: 407-774-4078 \r1G 8x8 BOND BEAM TOP OF wwwAA M: 00.2. • �OQF.� W/(1)#5 BAR .ti_ SONDBEAM 30" TYPICAL I F = FILLED W/ GROUT I\ �\AN U =UNFILLED GROUT SOLID FROM TOP .T1\� NOMINAL LINTEL TO TOP OF BOI OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 Nx. Fl�� �16-1T/1 LINTEL W/(1)#5 BARR(NOMINAL LENGTH OF BAR= WIMASONRY CORNER HEIGHT#OF#US, TOP OPENING-2" ITISTHISENgNEER'SINTENT BOND BEAM COURSE OR n BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T/iM/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 3/4"=1'-0"1 ANO XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LIT ISTHIS ENGINEER'S INTENTSCALE: 314"=1'-O" TO PLAN FOR LOCATITOP AND XUXX - 1T/1MI0B INDICATES A DOUBLE 80N0 BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1 TMW013 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1.3/16 - TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT O 2x6 (MIN 2 X 3) 2-3/16 TAPCON .3 1M" PRE -CAST .a - OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT h 2xB (MIN 2 X 3) 2-T16 TAPCON OR DRIVE PIN (MIN SHANK SIZE .145 MIN HEAD ^ S1ZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 01/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BLK. EA. END _ o TYPICAL MASONRY WINDOW EMBEDMENT LLHEATHING ffi ■ CMU WALL SILL CONSTRUCTION 4 ARCHWAY FRAMING DETAIL SCALE: 1 1/2"=1'-O" C J SCALE: 3/4"-1'-0" r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM [9vsDm ae LION SILVERADO LOT #18 BLK #19 ]PROJECTAI0412 .02-18191 MODMU 4EBB "1828-CALI" GARAGE gWnM: LEFT PAGE: DETAILS 150 MPH EXP. B PROVIDE #5 BAR SEL REINF. OF AT EACH SIDE TE BOND. BEAM OF ELEVATION CHANGE ^ g' L CHANGEIN �<! ELEVATION OF BOND BEAM NO DA 07/27/ 00 DCA LX: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 2 718" 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. FRAMING PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.00m AA A: 0003325 1 h O akkD S b !;4n aveary as I.oT: SILVERADO LOT #18 BLK #19 PROJECT* 04128.002-18191 UODEL" 4EBB "1828—CALM" GARAGE OWING: LEFT PAGE: FRAMING PLAN 150 MPH E , B A-(1) SIMPSON HETAi6 TRUSS ANCHOR WITH (9) 1 Od x 1 j" NAILS TO TRUSS B-12) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH ! (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED WI IOd GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOFANALUFLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 14' FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'4" MAY BE ADDED HTSM20 INSTALLED ON PRE O/C TO FACILITATE ONE OPPOSITE FACES OF -ENG TRUSS 10d NAILS, 2 ROWS, 3" BLOCK WALL W/10 10d TO O/ 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 Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LIES, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ -0 GIRDER CONNECTOR{S) (2) 2X4 No.SYP DIAG. 2x4 BLOCKING BETWEEN BRACE WI (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) 39-1"TO 69-0 (3)'0(" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE Q 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. tE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" NOTCH DEPTH 1/4'D O HOLE EDGE >518" HOLE DIAMETER 2/5'0 SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE -5/8" DIAMTER PLATE \� III I �< 3/ ED DBLESTUD STUD NOTCHING �01 AND BORING LIMITS � SCALE: 1 1/2"=1'•0" 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 (Fi 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 H10A 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"=T-0" TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'•0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 Its M C J 1 F b eUDDIY. & MI MP LOT #18 BLK #19 PROJECT 04128.002-18191 MODELc 4EBB "1828-CALI" GARAGE SWMG: LEFT PAGE: DETAILS 150 MPH XP. B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d Q EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) V-0" TO 30'-0" (1)'X" BRACE 30'-1" TO 60'-0 (3)'X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE - "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 1Od GALV. COMMON NAILS 12"O/C 0 � CONNECTION PER TRUSS MFG. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW CONT. 2x4 RAT RUN AND APPROVAL SECURED W/ (2)12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN 3CALE:34"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION_ SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J g� V Q 7 40 w X O ac7Haiv ae M,* SILVERADO LOT #18 BLK #19 [PROJMCT# 04128.002-18191 MODEX4 4EBB "1828-CALI" GARAGE SW NG: LEFT PAGE: DETAILS 150 MPH EXP. B 1 DAA E 07/27/20 SCALE: 1/4"= V-0" aHEET S3.1C AW A N I 1 q >I� L n ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 12" COX 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 G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 SCREW SHANK 6-2 ((1E2I RINGS PER INCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIORSHEATHINO USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 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. 8d RING SHANK GUN NAILS @ 4" O.C. . TOP & BOTTOM EDGES .. 2 ❑ . Z � ' Em QJ J 2 Y Z Z Q 3: W W NU ww Y v�®) ='U~ U rn of O z S W ro �Z E-Am TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RoAMTOER ORr RUBS ■111■_II,11■I — ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAM[NO C8d RING SHANK GUN NAILS . @ 6" O.C. IN FIELD ` . H A HAT G(. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS @ 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6„(N FIELD J\ TYP. 3/4" TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4" ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER All SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE S. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Sth EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2%STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0' OC, EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. 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 SHAG NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. L HI E D RE SHAG ASTM 15 G DEFORMED BARS BAR SHALL S M A8 GRADE 401N CONCRETE DE RMED ,REBAR SMALL BE ASTM A675 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED, DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPIMRCA BCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORDconaxrent -non REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #8 BAR - 3B' WOOD TRUSSES. 10 psf BTM CHORD-Iwlwoncorrant #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAN LOADSFOR 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 F FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 psf TOP CHORD 20 psf 70P CHORD (7 psf w/ASPHALT SHINGLES) 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 Psf BTM CHORD 5 psf CHORD 5 psff BTM C 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 pat WIND: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 017) EXPOSURE B, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY d ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE UNINHABITABLE ATTIC WITHOUT STORAGE: BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: AGE: 2 WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200ps1,GUARD IN -FILL COMPONENTS: SOps(, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 630/ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL 8E REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 C-90, GRADE Pm - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -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 C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP. DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 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. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy - 35 ksi. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL STRENGTR CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MI%PRIORTO SU.MIT PRETESEDMPSWILL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. NOT EXCEED TO ADDITIONEACHOF SEPARR BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIRE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R 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 SNAIL BE AS FOLLOWS: A 3'FOR CONCRETE CASTAGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112 ' FOR 0 6 AND SMALLER 2-FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS I4fr FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATDN SDE hPE SPACNG REMARxS APPLI N SRE TYPE 1 SPACING 1 REMARKS 14PT FURWNG TO MASONRY/GONG CASE HARDENED CDL I - LONG. S. DO GMAGE DOOR BUCK TO MASONRYI� , 1.'"DW. NO WASHER PCON MASONRv A FASTENER a"DC +V2"ERASED,. d"END DIBT., 11?EDGE DST. Xi. DOOR 1x PT,SEENOTE6 CASEIURDENEOWIL NML I —LONG. POIC STAGGERED WNWWDOIXUFASTENEO INTO MASCNRTICONC. GARAGE DOOR BUCK OMASONRY—C 1/Y'DV..WI WASHEq E%RANSIONBOLT 2 <'O'C <"EMBED.. <"EN0019T.. TEDGE-T. wN—w- 1. Pr, sEE NDres CdsEHARDENEDWx '11.1—LONG. raD STAGGERED NDOwDOOWFASTENED —MAsoNgr/coNc. METAL STRAP TO MAsoNRv/mNc. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EM.-1. DOOR EUCK2x PT 9EENOTEB I21 N189N. NO WASHER TAPCON' FASTNER 1P OK 1—ENSEO, rEND. DIST., I- EDGE DIET. ADWBEANN. WOOD WALL TO CONC.SUB 1l2^ E%PANSAIN ,-3-E-OG; 0 W/WASHER"� DIST., B'EOGE DIET. 2R PTWNDOWSUCK S.1SB"PAFYEND, OIST.,1+? PT T09T�EELEC0...9EE W/WASHER I I STAGGERED I EDGE DIETNOTEO 1. STAPLES 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 NQA 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441. N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 _ Its V O a 6 a y auSDm at LOT: SILVERADO LOT #18 BLK #19 PROJECT# 04128.002-18191 uoDEIA 4EBB "1828-CALI" GARAGE 8TrWG: LEFT PAGE: DETAILS %150 .9ell EXP. B N pRDgT .1 DATE. 07/27/20 LOCALE: 1/4"=1"-0" SN1 �°' � ��� � ��5�41 ��N z,36�sf � ����ly g