Loading...
HomeMy WebLinkAbout38378 Sonnet Landing Ave99 1504-3EAB-ALLEX99 GO©VV��G ���1�7Gf�tGN1�1 �pi10NP1'GX pF z . �RGi� NG�c, MAC e'ff HOMES P 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax- (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ����� yFj3WWM�� -ippaMlYw Cwip w, . ABVABOVE LAY. LAVATORY DATE DESCREPTION 7M E (2=) -AM Iro & AM SLATS COM A/C ALT. AIR CONDITIONING ADJUSTABLE LUM. M a. LUMINOUS MEDICINE MAN FACTTUCABINET R T ��� CONSTRUCTION DOCUMENTS ASSUED ARCHITECTURAL SHEET DESCRIPTION ���= PLAN MAINTENANCE DR HORTON HOMES -OCCUPANCY - RESIDENTIAL, GROUP R3 AMP. aD. AMPERAGE BOARD MIN. M.I. MINIMUM METAL THRESHOLD PG CS —COVER SHEET 03MB REVASED LNTEL SIZE . ENTRY 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -CONSTRUCTION TYPE - VB -�. IITTERIOR Fpr { _ CAS B -BASIC WDN SPUD - Vutt=180 IQ'H Yasd=124 MPH TPOs� - C - I -STORY RESMENCE - .2-STORY RESMENCE - MAX. EUGHT AS PER LOCAL AND STATE CODES CL CAB. Cam. cLa CONC. CT D. DBL. DDjp CENTERLINE CABINET CEILING CLEAR CONCRETE CERAEICTME DRYER DOUBLE DDIIAMUALETERZFD MTD. MTL. N.TS. O.C. PL P.B PH. PLT. PLYWD. P P.T. MOUNTED METAL SCALE ON CENTER ON CENTER PROPERTY LINE PUSH PHONE ON PLATE PLYWOOD PAIR PRESSURE TREATED PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2D—ELEVATIONS "D" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN 064M ADDED LED Lr,Hrs ro Aarc►iEN � a4tNaoaTs PER Maas eou�5 10/6/1a ADDED 60D LAYOUT I0A9/19 �� �r 0 0, �L FEIGFIT ®gym REPLACE USP CONNECTORS WTN SPIPWN CONNECTORS m4A9ltm OPT.W-C CL& W.T.- REVISE ARC"Y HEIGNn VJMI MVFBCUPDATE DIM. DIMENSION R. RISER PG MI —MECHANICAL PLAN DISP. DP. DR. US. DTL. DISPOSAL DEEP DOOR DOWNSPOUT DETAIL RA. R.A.G. REF. RM. R.O. RADIUS REFRIGER TORILL REFRIGERATOR ROOM ROUGH OPENING PG Dl—DETAILS PG D2—DETAILS STATE OF FLORIDA T.7,1• /��, 'S SQ. l �IeiW PROFESSIONAL ARCHITECT: S.C. SMOKEDEECTO°R EA BACH S.D. SMOKE DETECTOR EA, EACH PG D3—PRODUCT APPROVAL ROLAND A. ABOUCHACRA AR No. 93723 ELEV. EQ. EXH. EXT. F.GJFX. ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS S.H. SHT. SHTHG. SHWR SIM. S. SHUNG SHEETHEET SHEATHING SHOWER SIMILAR SLIDING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 NG LIV1504 50. FT. r�E 3e0 Sa FT. ENTRY 31 SCL FT LANAI 86 So FT F.G. FIN. moo' FIG. GA. GAR. DISP. FUFL GAS FLOOR FLUORESCENT FOOTING GAUGE GARBAGE DISPOSAL Sm L. SWS TEMP. THK. T.O.C. SLIDINGASS SHEAR ETIONAIl TEMPERED GLASS THICK TOP OF CURB PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS - -- ` Fax: (407) 774-4078 TOTAL 2,011 80. FT. G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOWCORE HDR HEADER INSUORHT INSULATION T.O.P. T.O.S. TYP. UN.O. V.. W. W/ WD. TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR TNT. INTERIOR WOW WINDOW ATER ER PG SLAB —DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHT IRON PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A—DETAILS DESCRIBED IN THIS DRAWING SST) ARE UNCLEAR AND PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BURR THIS PROJECT BASED ON THIS PG S2.IA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BURMER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN CLARIFICATION. PG S3.lA—DETAILS ALL B DESIGN GROUP WILL RESPOND TO AWRITTEN PG S3.1B—DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SNl-DETAILS RESPONSIBU TY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDAER WHEN NO FM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-774-4078 www.abdeaigngroup.com AA #: 0003325 r � b o �� a y q lQi � Ll SUSa:v ee LOT: ABBOTT PARK LOT #6 BLK. #11 PROJEC'P,F 04181.000-06111 MODEM. 3EAB "1504-ALLEX" GARAGE 8 WIN0. LEFT PAGE: COVER SHEET 160 MPH EXP. C FEB ND A AR N SCALE: 1/4"=1'—O" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 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 ANDIOR FABRICATION OF THE WORK. SREWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. S. 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 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20MINUTE 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, 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! TNABER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RILES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES Cm 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION! I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z 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 ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLLRONG i. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %; PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNISNES 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, I/Y THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 -19a AND R703.7. FIRE RcSBTANT 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 1I2' GYPSUM BOARD. R3027. EXTERIOR CEBJNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN 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 GROUIP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFrFS 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) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) d. N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrouP.com AA #: 0003325 y t d a StmDIV. de HAT ABBOTT PARK LOT #6 BLK. #11 PT:W:OJECTIF 04181.000-06111 MODEL. 3EAB "1504- ALLEX" GAR -#.GE 8111IING: LEFT PAGE: GENERAL NOTES %160 MPH EXP. C B ' SCALE: 1/4"=1'-O" a* == GN 3052-SW (2) 3052-SW v -- m PANTRY ^ j FOYER c eWC&j " v I I I DOW ROOM I " r 8'-0' CLCa W-W cv I v 8'-4. 2'-4. s 3,-S. 2'-10' S'-6• 2'-8' I 3,-8. V-8' - ---- 0 I LAUN• ? — I a B''varL I LANAI �W-WCL& im LI WRO M Iq�x` Dut a 1OI'T• �� m Im OPT. a 2_8 D. L--y� I V-0' a& I I SINKBOLLARD I an RANG-Eb20 I ti cp AS REEL I a� cv R_ --------- b2 v - W1c. I ---� —� — — J mod• I . m 6 QG PER BLDG. to I S'-wCLc% lI 2-8 CODE m 2'-4 a - r—� I GARAGE o 'w G.G. I 9 v 9 n� _7 3-SW sW tOATS —_j LAV. LAV. e BATH#1 y BEDROOM#1 BEDROOMV V-0 a.& t'-o cLG v e o a� I I . r_ 36 � Vie ' BBDR CL& I v ©S+aft PAN Am#2 ri FLOOR PLAN SCALE- 1/4 . 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENIIM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINOS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8• (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MHJTE FIRE -RATED DOORS. SQ.FT. CAM'S LIVING 1504 SQ FT. GARAGE 3W S6i FT. ENTRY 31 SQ FT. LANAI 86 Sa FT. TOTAL 2,011 SG2. FT. MASONRY/FRAME WALL LEGEND 8'-0• BLOCK WALL IJXO ON PLANS BRG. HGT. VARIES 4' INTERIOR LOAD SW--L WALL UNO. ON FLANS 0 4• INTERIOR NON LOAD BRG. WALL LINO. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE W-O' UNLESS NOTED OT4ERWI5E OWOMITMID CAD IOMDLOADS 11M MID SWORN FOR I R3o01D am OFB=1 Sam EN: eowlUwMO Few= AIDTWE FWAOE MIN. WINDOW 10 5 39/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 OR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 160i0 OJaD. 1@ 5 3V-38 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C11T8 COL. TOP PLATE M BAR DETAIL A SCALE:1n I' i"i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom L AA#: 0003325 b s V r�r 6 4�4 8 app 6 d 14 1. iLL ammm a LOT: ABBOTT PARK LOT #6 BLK, #11 [PROJECTip 04181.000-06111 MODEL.• 3EAB "1504— AUEX" GARAGE 8TrMG: LEFT PAGE: FLOOR PLAN %160 MPH M C 4' FRIEZE BAND (TYPJ SNAKE SIDING AS 12 SPECIFIED (TYPJ 6� 6' TRIM BOARD b' RAISED A, r 8'-0' BRG. HGT.o COACH Lr.14T FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FMISH OFF RI� T FYPON BRACKET BKTIDO9 OR EQUIVALENT SHINGLE ROOF 4' RAISED BAND b' RAISED BAND (TYPJ CFF RI� T 0'-0' FIN. FLR OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH - I I p-0• 1 I I I I I I I I _ I I --------------------- ---------------- 4----------------------;- 8'-0' BR3. .. I. I I I I I I I I I i I 0'-0' FIK FLR, LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT IF] --- - - - - - - - - - - - - - ----- 4 - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION SCALE= 114 . 1'-0' TEXTURED FINISH 8'-0' BF3's. HGT. I` 0' AREA OFATTIC zm SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2232/300 7.44 = 1071.36 SO, IN. MN. REQUIRED VEN MATION IN UPPER = S I 1071.36 PORTION OF ATTIC = sm.68 SO. IN. (RALANCETO RE PROVIDED IN SOFFITOR EAVE VENTS) OFF RIDGEVENTIIATION AREA = US SQ. IN. PERVENT TOTAL IOF VENTS REQUIRE = 4.658w ALIOFVENTSPROVIDED - 5 ,h8'-0' BRG. HGT. BFas. HCaT. FLR ER DETAILA)LL�Q�U�V I'-0' i44i N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigrtgroup.com AA #i 0003325 J Y a � ?a aD � ipp b A RR R 4 I 4A 4114 4z 40 rB OTT PARK LOT #6 LK. #11 PROJECT#F 04181.000-06111 WODEL.- 3EAB "1504- ALLEX" GARAGE 871DQG: LEFT PAGE: ELEVATIONS "T 160 MPH EXA C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 ANT SNOLE POLE Ilov OUTLET ro„ CUTLET to a O ruff u® TO SROTCM �Q (� —dj IISN OUTLCT qM� tIMO PALI souk-MeTe rt Orme ew 11OETAW TYPE) 220V OUTLET (4)UM CONNECTION—fJ- fU19 Ma ULATERFROO: OUTLET GROUND FAULT HTEOUPRR &ATO4 GOTC14 3-UTAY OFER SUTCN 4.04Y O'ER L ^ BALL FIOUNTO7 Fo UENT CELNG LIGHT © LED CLG LOW ©VP LID VAPOR PROOF Ll2w O VP vANAOR FRom LOW Off4.SdD CAN eVAT. PAN I CIM PER SOL IR. VENT. FAN IGM FEE SQ A. VANITY FOf11R Teo T (6Fxr BY ® FLUORESCENT AROUND IRAP rSEE Epee®) 2-BRB neAP • L ANCISD (SURFACE MNTJ k=( V FUnUlSCIW w FLNOIESCNW p� G N TRAGIC LISNT O PANEL son METER E+olo2 I2EEGTOR ,&ILAAG& L'LID M RLURm"s �...-,gD, T w.I RUILL MOUNTED °EL SKO CARBON MONOXIDE, N70KE OEtEtfale CQ� BATr_ N.cAc4r W SMLL M A DOTAA:E OF NOT LEIS THEN 4' rpm WALL PENDANT LMMr LIB NASAL OAS pirm ► TEJE NOE JACK WATER NEATER ,aBcoar4tcr T •=Ej�='r g .O AR CONDMIOMM DI4o.O4E(.7 OH AY ON Two& SWEET ❑N TE.IVIION JACK eN6 a oxpmomplw OJ-NIX TO m S,4TOMSO N ACOOIOACE U2 BOr AS SIGN FOR Sax CEL SO FANLIONT To BE SUPPORTED N ACCONDANCE W EOX As NCH FOR �Da 24- INCANDESCENT LEaR STRIP np nnnq N.' eCAOOCR4r L IrU.T STRIP Annnnnnn M, INCANDESCENT LENT STRIP Ta.DDD LISMT OFT. SSGT407T' KETPAO PE M4644111RON Pon cwrm BB FORT TO • LOCATfCN OF TV JACKS 4 FICHE OUTLETS 4 FANS to m VOWED . MOP1509N R few-CGNSTiSGT10N M mmTNdL T6 TO BE FAULT • ALL E a 20 AP BRANCH CUEDUAMC PROTECTED PCR ELECTRCAL REOVWWN6 OF mm TtN FntTIaN r2�) a NEC 210D 2011 =dTIOPL • 20 AP DEDICATED LAUORT CIRCUI T • OR . ISLAND (NOT ON KICWlN CM=) • OW49ANEE DISCONNECT TO BE LOOKOUT N PANEL • BAT/460QM E)NA ST FAN TO NAVE iMU'L CAPACITY OF SO OM NTEE9TTM PEE ELECTRCAL PRONNON6 OF SECTION MEOt3 • LAJORI' ADOPT RITt7Pl'TACLE SHALL BE G1R0U►D FAULT C"4CIAT-NTEEgPTEE PROTECTION FOR PEI180NEL ON FEmER& • OPENS PLM400 SMALL BE NON METALLC CAME FM ELECTRICAL PROVISIONS OF FBI! TIN ®(2�OL • ALL WORK TO COMPLY OTM Ma CTRCAL PROVOWNS OF TWO FBfJS ,TN !D r2e2e2 tS @CY) 207E. Tds SmIT1ON ,=" 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. WILECTIRICAL MWTE1111AL6 AND NSTALLATION& SHALL COMPLY MTN ELECTRICAL PROVMIONS OF TIE FISM Tl'N EDITION r2020). LOCAL CODES. AND ALL LOCAL PCOM COMPANY PEM"tE" OM B. ALL CONDUCTOR& SHALL BE TYPE TF6NfrWM UNLESS NOTED OTFERUSE PROVIDE BE ARP, QE/J40 VOLT. I F44ASE SECO DARx ELECTRICAL eERVICE PROVIDE 3 al COPPER (QU) N I-VJ" DIA eOEDULE SO PVC CO CUIT OR PROVIDE 3 tM ALUhIM M (AL) N Y' VIA eOETXLE SE PVC COIOWT UNLESS SERVICE 16 FROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH T E ELECTRIC COMPANY PRIOR TO 00. I L L I I I I'-6' 3'-0' P-6' I I --- LED LIGHTING C� DOUBLE LAV. BATH 01 PROVIDE 5VAD CU, TP4N • 1% CU N Y CONDUIT OR 3 40 AL rA N • 1% CU N 2. OONDWT OR 2A& AL SEA =NOWT TO 7E101INATE ARSE SOFFIT a OVVE1504EENfY..) GOMIDMATIONISSERVICE ISO AMP DCONECT SOTCN AND DElJ40 VOLT M ELECTRIC METER N I P11.0 NEMA 311t ENCLOSURE PANEL P'ICE IELEP om SERVICE y CABLE TEEVWON ENTRANCE SERVICE mmmm EQUIPMENT EoiSPFBIT INTERSYSTEM BONDING TERMINAL AT LM VOLTAGE CONNECTIONS I u4 CU SERVICE GRDI2m CONNECTED TO CONCPETE ENCASED FOOTEJR STEEL PER ELECTRICAL FROVI&IONS OF TiE REIM IT14 EDITTQI r2emz 513" CIA X S Fr LONG COPPER CLAD GIEOUND ROD / I — I L I I I LED LIGHTING C SINGLE LAV. BATH n PANEL: A PANE: 42 crL breaker VOLTAGE: 1201240 V -1 Ph RIVEN: 150 Amp M.L.O. FEE R: 3- S2f0 Cu Tt101 & 1- #8 O) (G) in 2" C. OR 3. A4/0 AL TMNPI & 1- W Cu (G) in 2• C. Wlre Fees 0kr Ion Watts ck m Cbaat WNts De Ron ab Pols Wee 912 1 20 1insf a 150D 1 2 SM Range 50 2 OS 012 1 20 Mcrwale:/Hood law 3 4 012 1 20 aml AiOlance 150E 5 6 45DO Walt Water 25 2 mo 012 1 20 saw 150D 7 8 012 1 20 Ies AF41 15M 9 10 12D0 Oi m 20 1 012 012 1 20 00 GR Rx 1200 11 12 1500 DWwmsher OR 20 1 012 014 1 15 IHal 800 13 14 5m Dryer 30 2 010 04 1 15 (�Roon/DM. /Uane AFG 9D0 15 16 014 1 15 IOtchn Lines/ /Dr AFG 900 17 18 150E Wadw GFI 20 1 012 014 1 15 Wed AU/ AFCI 1200 19 20 10N Gw Doer (;FI 21 1 012 014 1 15 Bed 03/Bet1R2AFCl 9D0 21 22 12DO IEberier Lb B Rw .AFC, 20 1 012 23142 900 Bed07/SU.AFCI 15 1 014 25 900 Bed N1/W.I.C.AF0 15 1 914 27 25 S- 29 31 33 e e 35 e 37 i8 2 60 ACAN)1 heeler lO KVA 965% 9N) 39 41 4400 1 NC. A)C C.U.l 40 1 08 Load todernendfafty ubnbtlns/USN 2340E 30100 Load ubled OD donned fader cokub6vrslira DettERd Factor Calculations, ABBREVIATIONS: AFCk ARC FALLTCIRCLITINIEFStUPTER NC: NONCONCIDENT LCAD GM: GROLM FAULTiNIERRUPIER TdN load meted to demnd fader 53500 RW 10DD0 aeb at 100% I 10000 Remman Te6s st 40% 17400 TdN/1,C load 10%fer hWra 171E LOAD CALCULATION U BASED ON AC NON -COINCIDENT LOAD Tc d CM—Amd Lend Wags 29140 T.ta T.atts/240wb 121.4 Oenerel Lighting & Reee YCY Load Teel A/C SWm Feet 1504 G—W Us& Rac 3 W / 8z FL 451 N-wls 19 at 65W/Li at 100% 1 1 123 0mrra 1 574 (2ds# ttslc Total Watts O.wd Use Rac Per,. A 10 575 57d a ` yowl I LANAI / OUTLET FOR I I FOYER \ '� DISHWASHER UMGROOM x0m1 1 GF i - I �, ��•.-•tit I � 1 ' I I i t ICEILMGMTD.I I � LIGHT TO BE PRE-WIRED CLG FAN i Its L \__ L DAIING ROOM 4 1 =.u1� \� i 111 D METALLED. I I PROVIDE Ir ; [REF. ---- — ` J-BOX FOR OPT. FAN I l i f I a yr I 1 , O GG TV y �/ I L --e � i I • FT"• f RAGE i DOOR iV O -------, GFI O_ GFI— I i SD. �•-r ) ( I GFI �__VlkBATHII GARAGEI �I r BEDROOM 1 WiC. I wil 5 (LO(� I GFI L L TI� TM%RD BEDROOM12 \ KEYLESSi 1 � I I WALL MOUNTED S� �. FIXTURE r BEDROOMii3 LIGHT uuSWITCH M r PRE -WIRED CLG FAN 1`.' — ATTIC I I f PRE -WIRED PRE -WIRED r ATH#I T 1 CLG FAN I CLG FAN I I I I 1 IRRITATION OUTLET R 48' / / qp VP I I pA� AFF. GFI OPT. METER COACH LIGHT FIELD HB VERIFY LOG ELECTRICAL PLAN SCALEr 1/4 a I'-0' L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA If:0003325 J N jf Y q D g O 4n 4 BXMDIV. ac LOT: ABBOTT PARK LOT #6 BLK. #11 PI�JECT�N 04181.000-06111 MODEL 3EAB "1504— ALLEXa' GARAGE SVF MG: LEFT PAGE ELECTRICAL PLAN 160 MPH W. C I I I I I I I I I I I 1 I I I I I m I I — I Em I I i t SINC � I Y• I I � I 4 I Q I I I it I I I —A J J r I 1 I I I m 36kv0• sHw¢ r I I I I I I I 1 I OND F'AN i I i ( I HB VTR Il'-10' 4'-4 4T-10' 2 ( LAv 2' PLUMBING PLAN SCALE. 1/4 . I'-0' LAY 2' 3' 1 3.1 KITCHEN SINK w/ A.av VTR), 2' 3' LAv 3' 3• we VTR TUB4. 3' w 1 3' WASHER 3' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PI1: 40T-77480T8 FAX 407-7744078 www.abdosigngroup.com AA E: 0003325 h k w r 0 19 Ila SUBDIV. ae LOT: ABBOTT PARK LOT #6 BLK. #11 PROJECT* 04181.000-06111 MODEL, 3EAB "1504- ALLEX" GARAGE SIFMG: LEFT PAGE: PLUMBING PLAN 160 MPH E C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REC IUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDCL CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL SI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH CALV. METAL - OR OTHER MATERIALS A$ PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603) 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SAT14MCs FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINI AND WALLS SMALL 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 FBC 1T14 EDITION (2020) 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. FANMC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR U14LL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE HSERIES NICKEL BRASS TOP CAULK PI OPTI/SPEC vFL00R SLAB CLEAN —OUT (TYPN) IS COWTERSUNK C.O. PLUG SEE SPEC. I'-8'Xa' CONC. FIN GRADE OR PAVING O ■ FITTING OR EXTENSION TO SOIL OR WASTE AS REHIRED vEXT. GROUND CLEAN —OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRWK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR ® THERMOSTAT ® PA88-THRU AIR GRILL ATTIC AIR SUPIL j 1 AIR EVAR TRAY ALL AC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONG CONDENSER W/ (2)-3/I6'X2' TAPCON$ UNIT SIMIPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLAB SECURE STRAP TO WIT W/ C2) I�KaERANT LINER ffiXI 1/4' SHT. M. SCREWS CONDENSER UNIT EXTERIOR 3/4' PVC CONDENSATE PCONNDENSATE DRAIN LIFE CONNECTION TO PAD N D DIA PVC SLEEVE TO LINES BELOW SLAB NOTE: MAIN * 12' DRAM 3/4' I N OVER HEAD QFROM STRUCTURE T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE: 1/4 • I'-0' 1441 N. R'ONALD RiAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com033 AA C 0025 MibI R� 40 JU X 40 I J >sVHDIV. Ae LOOT ABBOTT PARK LOT #6 BLK. #11 PROJECT* 04181.000-06111 MODEL• 3EAB "1504- ALLEX" GARAGE SUING: LEFT PAGE: MECHANICAL PLAN 160 MPH C 2X4 TOP PLATE PL-Ak -Y PRE -FAD TRUGS LG. BOARD IR• C 1/2'DRYWALL SECURE DT. 2X4 WOOD PLATE TO GLAD STUDS n4• W/ 10d MASONRY OU:. NAIL • 32' OZ. Max r-CONG. SLAB FIDE FLR NU I t: O I Uv.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHEN SPACED NOT MORE TWAPJ 7A' nr_ TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'.1'-& FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90SIL ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLANDJ-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRl TYP. OJ4. 9B' GYPSUM BI OR 1/2, WIGH STRENGTH CLG. BOAR 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' SEE ENERGY CODE FORMS N&AATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. a, CMu 1/22 GYP. ILL. BD. - WOOD BASE — a a e 4. n W/ WINDOW OPENING es FIBER3L4488 SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.U. ROOF SHEATHNG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B TYP. WALL SECTION NO OPENING NOTE: PER SECTION F5CR S05.1.1 - FOR RDOF SLOPES 2.12 TO LESS THAN 4 1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT D1 SCALE, 3/a .r-®' SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 �um n su wowsow 28 GAS LINE THRU BLACK rrs vr— FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNLSECWiED PER FASTENER SCHEDULE MTL. DRIP EDGE• / J/ 9' 2x FASCIA PER MA; ELEVATIONS O} VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER—// STRUCTURAL DETAILS �♦� � ♦ � � I i�4000TiTi�4L�iO�i7i���� y - �♦� �t s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' .-2X4 SPF 24. OL. MAX---� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKW. BETWEEN TRUSSES —PER STRUCTURAL DETAILS^ STIFFBACK AT ALL UPRIGW PER STRUCTURAL DETAILS PRE-ENG WD. TRI" — CONT. 2x RAT RUNET SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOAR OR V2' Wr.W STRENGTH CLG. BOARD 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLR •a 4 n W/ WINDOW OPENING ti R-4.1 NSULATION WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' OL. 1/2, GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.IJ. ROOF SHEATHING THICIOJESS AS PER SHEET SNI. SECURED PER FASTENER 6CHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION$ VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNL PRE-ENGGABLE TRUSS WEEP 60WED 2x P.T. SECURED PER 9TRUCTURAL DETAILS CMU 0'-0' FIN. FLR a r.v TYP. WALL SECTION NO OPENING Ml—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA M: 0003325 rY r a LLL-) BUBDV Ac ILOT: ABBOTT PARK LOT #6 BLK. #11 PROJECT/ 04181.000-06111 moDEL' 3EAB "1504— ALLEX" GARAGE BIFMG: LEFT PAGE: DETAILS 160 MPH EXP. C rGm 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (U V21 X r J-DOLT UV 4' MN DMU'JEDMENT W/ 2' X 2' X US• WASIER 4 NUT OR UV (2) V2' X S• ANCHOR BOLTS U/46HER 4 NUT "XCH FLAT TO 9" ® W/MASONRY NALLS, 2X6 6ARME DOOR � SECURED WI (S) IQ' X 8' J-DOLT OR ANCHOR fill DOLTS. W 4• MEMBEDMENT, W 2• RL 8 X 21 X 1/6• YNamm 4 MIT. (1) WTHN S• OF TOP, (I) wnwm 8. OF THE mm (1) EVENLY SPACED. 8 ® 6 a NOTES ALL ANCHORS SHALL DE N ACCORDANCE TOW, MANFACTIURER'S INSTALLATIONN6TRJCTIOM18 WERE NYL MMT4XY-TIa.IA 444E M�4PE ATOIMfiENT GARAGE DOOR BUCK ATTACHMENT D2 4Ge8. UM•r-o 2X4. m 2X4: m 2X4• m SECURE TO BLOCK UV SECURE TO BLOCK SECURE TO CLOCK UV 3/16' TAPCONS MN UV3A6' TAPCONS MN V4' TAPCONS MIN. SHANK SIZE J46 MN SHANK SIZE J48 MN SHMK SIZE J45 MN MEAD SIZE 300 HEAD SIZE 3" HEAD SIZE 300 MN EMBEDMENT 1 1/4') MN EMBEDMENT 11149 MN EMBEDMENT 1 VW) IUTWN 6. OF EACH WTHN S• OF EACH UTHN S' OF EACH END 4 w Or- MAX BMD 4 w OG MAX END 4 W O:C. MAX SPAC NG. SPACING. SPACING. 2X6: ® 2X6: = 2X6: m SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK SW2) 3/I6' TAPCOM UV(2) 3AW TAPCONS WK2) V4' TAPC:ON6 MN MN SWANK SIZE J45 (MIN. SWANK SIZE JN 6HAN1K SIZE J45 MN HIM MEAD SIZE 300 MN MEAD SIZE 300 HEAD SIZE 300 MN 8• CMl MN EMBEDMENT I V4•) MN F1IDEq-@IT 1 V4•) @MbEDFENT I V4') WITHIN S• a EACH END S' CMl aRtWN S' OF EACH BIND S' CMu WTFIIN S' OF EACH END IR' DRM'WALL 4 W OG. MAX 6PA,CING. 4 18' O.C. MAX SPACING. 4 IS• OU:. MAX SPACING. S• GTUJ bt4 P.T. OR W4'X4' MN V2' DRYWALL VY DRYWALL �. DRYWALL SECURE THRU FRAME 4 1'X•M' 2X& ® ❑ 2XS. ® 2XU1. EMEND I-LIW INTO P.T. NAILER SECURE TO BLOCK ITCH' SECURE TO BLOCK 174t' SECURE TO BLOCK 1•X4• BLOCK W/ 3/16, UVY2) 3(16' TAPC.ONS P.T. NAILER WK2) 3/16' TAPCONS P.T. NAILER UiK2) V4 TAPGONS P.T. NAILER TAPCONS POOR CASING MN SWANK SIZE J48 TA6' OAIL X 4' MN MN SHANK SIZE J48 DOOR spy MN GNAW SIZE .INS MN SHANK SIZE J45 MN HEAD SIZE 300 MN MEAD SIZE 300 MN MEAD SIZE 300 1A6' OA)S. X 4' MN MN HEAD SIZE 300 PM EMBROME 1T 1 V4•) DOOR CASING MN E•BEDMENT 1 114') MN BHBE )MENT I V4') MN EMBEDMENT 1-V4• IUITHN W OF EACH =D WITWN S• OF EACH END WITNN S' OF EACH END DOOR CASING W THIN S' OF EACH END DOOR JAMB OR URNDOW 4 B' O.C. MAX ♦ W OL. MAX 4 IS' OJ:. MAX 4 W OG. MAX SPACING ATTACH TO 2X PER 8PACNG. DOOR JAMB OR L04PCW SPACING. DOOR JAMB OR WINDOW �''� DOOR JAMS OR WINDOW MANUFACTURESDETAILS. ATTACH TO 2X PER ATTACM TO 2X PER MANUFACTURES DETAIL& MANUFACTURES DETAILS. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO FgAM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" s A TO BLACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK UV 3AW TAPCONS MN SHANK 612E J45 MN HEAD SIZE 300 MN EMBEDMENT 1 VW) WITHIN *'OF EACH END 4 W OL. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3/16' TAPCONS MN SHANK SIZE Ab MN HEAD SIZE JIM MN EMBEDMENT 1 V4•) 8' Cv WITHIN 8. OF EACH END 4 w Of MAX 81PACNG. W' DRYIIW.L 2X& 1=11 El CX4' SEGUE TO BLOCK P.T. NAILER WW2) 3A6' TAPC.CNS MK SHANK SIZE J46 ODOR C491MIG MN. HEAD 61ZE 300 MN EMBEDMENT i V4') WTWN 8' OF EACH END 4 W Or- MAX �'��'' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 1/2" ^� A TO BLACK +1 1/2" NOTE: SHIM AS NEEDED TO PLIt6 JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +1 15/16" �111BtD01► TO HLOCK +1 15/18" 2X4. m SECURE TO BLOCK W/ 3AW TAPO" (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V49 IUITHHN S' OF EACH END 4 w OTC. MAX SPACING- NOTE: STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3M, TAPCONS 3A6' TAPCON MN I.V4' MN 814AK SIZE J45 BMBeoMEFIT INTO BLOCK. MN HEAD SIZE 300 MN EMBEDMENT I 1/4•) WITHN S' OF EACH END S• cm 4 W Or- MAX SPACtr- v2 ORerwALL 2X#1. CM SECURE TO BLOCK ITCH' WK2) 3A6' TAPCONS P.T. NAILER ZE J48 MN SHIRNW DOOR CASING MN HEADE 300 M61 EMBE1 1/4•) WTHN s' H END 4 N' OC MAX �'L _jk DOOR JAMB OR U161DCU ATTACH TO 2X PER MA4UFAGTUREB DETAILS, NOTE: SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +2 1/4" 11INDOlI TO BLOCK +Z 1/4" NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" @m it Tn wrnre +a` 2X4. m SECURE TO BLOCK W/ 3AW TAPCONS MN 6MA K SIZE 30 MN MEAD 612E 300 MN EMBEDMENT 1 V4') WTMN 6. OF EACH END 4 W OL. MAX SPACN& NOTE. STRUCTURAL 2X I -MT BE 2X6. ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK THROUGH NON-STRUCTURAL WK2) W W' TAPCONS 3/16' TAPCON MN 1-V4' MN SHAK SIZE 148 EMBEDMENT INTO BLOCK MN MEAD SIZE 300 MN EMBEDMENT I V49 S. CL WTNN S' OF EACH END 4 w Or- MAX SPACING. V2• DRYWALL 2X& m ❑oer MU iMHo 2X SECURE DOOR JAMB OR URDOW ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" om mD' TO_Rinrr ia` NOTE. SHIM AS NEEDED TO PLUhEI JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +S 7/16" G11�lD0� A TO BLOCK +3 7/16" 2X4: m SECURE TO OLOCK WV V4'TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN ► OF EACH END 4 W O.C. MAX SPACING. NOTE= STRUCTURAL 2X MUST BE 2)0 ® ON OUTSIDE 4 SECURED SECURE TO BLOCK T�+H NON-STRUCTURAL WK2) V4' TAPCONS MN 3Ab' TAPCON MN I-V4• SHANK SIZE J46 MN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MN EMBEDMENT I VW) WITNN W OF EACH END 8, Crti 4 w O.C. MAX SPACING. y2. OPtYUALL 2X8. 1=1 I'X4' SEGUE TO BLOCK P.T. NAILER WK2) V4' TAPCONIS 1' X 4• MN MN SHANK SIZE J48 P.T. MN HEAD SIZE 300 MN EMBEDMENT 1 VW) DOOR � WITHN 0' OF EACH END 4 W OG. MAX SPACNa, DOOR Joe OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: 814IM AS NEEDED TO MUMS JAMS (DO NOT EXCEED LOW) DOOR JAMB TO BLOCK +3 3/4" `�MT1ND0 • TO BLACK +3 3/4" .1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeWgngroup.com AA #,. 0003325 Y 4 0 2 'D a b� G y F. 0 Y SUBDIV. NMC MI ABBOTT PARK LOT #6 BLK. #11 PROJECT* 04181.000-06111 MODELLa 3EAB 1504- ALLEX" GARAGE STUNG: LEFT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBat 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR IV3112021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D FBCR 8/31/2021 20456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 2/ZS/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS ZOZO FBCR 9/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/20ZI 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1ZI31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.16 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXIT. SOFFITS 2020 FBOt 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 202D FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-116 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/Z024 153534RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBat 12/31/2024 15076•R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z131/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 1Z13112021 239S&2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXIT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'4" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956A THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 107SB-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 104774RS JAMES HARDIE BOARD ARTISAN 2020 FBCR 1ZI31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS TAMES HARDIE BOARD PANEL 2020 FBCR 1Z131/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/21124 158.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 M N. RONALD REAGAN 9i LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 wwwzbdesfgngrottpcom AA #: 0003325 h sr V c b J b O 6 14 R O � iL avaDiv ae Lozs ABBOTT PARK LOT #6 BLK. #11 0mizow 418-06111 MODE:u 3EAB "1504-ALLEX" GARAGZ INIMUM LEFT PAGO PRODUCT APPROVAL LISTING 160 MPH EXP. C PRErOR'ED CONTROL JOINT FLAME OF CONTROL JOINTS Td BE WRED TIED TO LATH - W OC. MAX (VBRTA NOM DO NOT FASTEN CONTROL JOINT TO WALL EVE! IF STUD EXISTS BEYOND EXCEPT STAPLES WV SF.ORELES MCONTROL JOINT TE1P. DURING INSTALLATION ------- FASTEERB TO BE SPACED l' OC, MAX VERTICALLY "3 COAT CENT WR6 LAYER 4. FORTPIDER Mill M PAPER APPROVED METAL LATH FASTENED n' (VERV OC. MAX AT SUPPORTS WIS LAYER % STUCCO WRAP WOOD SIEATNMG 0-11m LATH SHALLNO DE COdrNUOS TNROUGFI JONTS BUT of STOPPED TIED AT EACH SIDE PROMOS 7X4 SLCOCM PER ADM CI063 PLACED RAT MAX 6' TO S' FROM CONTROL JOINT VA4EN NOSL \ / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO of NAILS OR— i STRlC'NRAL STUD STAPLES IN C4:PMlAICE IW ABM C1061 2. WRE TES TO SE (NO. Is) OID41b' WNRf / 3. aLOCKMG SNOW MAY BE IN ADDITION/ \ TO WALL 6TUD6 RDWRED PER PL.W O"M" TYPE CONTROL JOINT OLFOID WWWXtp-R.A OLF0.D NIIMD -Pr.A L at/NM - n. 6 IrpLD �► S/ o 'l NOTE, APPROVED NIL"M WRAP SMALL CE LAPPED A MINIMUM OF 6' - VERNCAL LAPS (ROLL ED6) W 6' - MORRONTAL LAPS. ALL 5EA'S NEED TO ESE J�-, WITW FORfOER SHUTWO LATH VERTICAL LAP TO BE 1' �— METAL. LATH I UM LAYER -L STUCCO WRAP WRe LAME ! A FORTlIGEP �oWLC.Xl APER JI R LAP 2 SCALE.'I vJ 1-.O r_L_ tX. �• ove ALL LY VERTICAL LATH & PAPER DETAIL Nam SIDE LA'S OF FETAL PLASTER BASES SHALL BE SEORED TO FRAHM P181DEM THEY 64-1ALL of TIED BETSEEX SIPPORm WTM OUD415-K (iJl-FM) WRE AT INTERVALS NOT MORE THAN r (]7B-MO. AS PER ASTM BIM& ® KIC KO UT FOR REPAIR OF TEARS DETAIL M IS LAYERS, TEARS MAY BE PATCHED YlM11016E UIPM TAPE PER MAII F. SPEC. OR PEEL A STICK OL FOLD ttWWAfLD - O L FOLD WAtetWD - PT. A PT. A e. aaEAe - Pc e T. etSaRt - PT. D aaaw•n.c W, cIMAR - Pc c a FOLA Co 6 TW.L Pr. L ATWm 00"04o en„ Tr eoTmM NJIIW! STD! TIW�R MAL ILt1..D. OQ N�atr. y TWM 3 COAT CE 04T PLASTER (IRMl1 N' T OOAT l:esn PLANTAR (ww WRB LAYER 7, roRrPII3ER ImMoo s PAPEP halts wan SRB LAYER'L STUCCO WRAPOwne Oran LAP LAYGA W NRDWtl MAP OVM HALM tLANWS, -TOP ADOVI wan FR" OR wL errtauwe L. I • 66nAu WALL PLAAM 6 DoWAL lr 1LAIL1Wte (Ws dV? � ,.L,tNDWRAYPBLr WIG TWfHr LI-Y. cet-D wW soLow 6-loti tWtXWWreW RA�M6Li a o tm . OW W66 OYGLAP 3'. "--- ono VY WIRQI FA/wA.YP i' TI4M 3 COAT CEHENT PLASTER FETAL LATH WRB LAYER Q, FORTFlOER BWLOM PAPER WRIS LAYER WL STUCCO WRAP SNEATWING PAPER STUCCO 11D k4 D D1 WOOD 5HEATNINCs A�, OR 4 1U WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) -METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALI- SCREED Z 5'X5' 'L' TYPE CONTINUOUS E z -GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.TA W.W SELF-ADMERWG FEHISRA"E PLASMIC (COMPATIBLE WV HOUSE g' WPM MATERIAL) OVER APPROVED NOSE SRAIR RASHMG TO EMI9JD OfTO PIPE I 'V, 1. OR LESS PIPE l 6'x6' SELF-AD!•ERNG HEHIIRANE PENETRATION T :. FLASHM (CO'PAT®LE WV NOISE WRAP MATERIAL) OVER 4'r.4' SELF-ADFERING MB•ERAPE: } KASNMIG OVER APPROVED NOUSC _' 1 IIAPAT! BASINS-1G TO EM@D ONTO PIPE ' } .i....; OUT AND OVERLAP ONE SIDE Q SELF-ADIERNG MEMBRANE R.48MNG CUr AND OVERLAP ONE SIDE O= STEP 0I STEP 4A74ERPt9 MB IBRME Wm LAYM -L Snrco WPAP SM LAYER tt, FOR SER BUILDING PAPER FETAL LATH 0 6' SELF-AD/ERM MB'eRME INSTALL FASTENERS (0.1P8. INTONE WRAP. STRAPS. STAPLES) AS FLASWM TO exrEo aNro PPE REWIRED TO SECURE 4SN' SELF-AD1ERM MEMBRANE PIPE( WRE TO FRAM FLAS1(NG OVER APPROVED NOSE WRAP. N.T.S. W CONT. BEAD OF SEALANT INSTALL APPROVED NOUSEWRAP AR NRLTRATION ISARRIER OVER SNEATNMIG ELASTOFERC COATING OVER STUCCO/ GV. FN IN (SEE TYP WALL SECTION) SECTION�� F.xtwlor use of porUmd oNt l pester she0 mnpy w"h the appikation ..._.s of ASTM C 9MI8b. InsAlNian of exterior letting and framing amN wrnply with ASTM C 1863-19a• a ASTM 1787. INK"Nal,J DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRA}=) WR5 LAYER *2 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 77 WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.71.1 / ASTM C-541-14a, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.Sbdesigngroup.cDm AA 1: Oo03325 m q Y u a o �b� � 4 0 J SLJHDIV. aL LOT ABBOTT PARK LOT #6 BLK. #11 PROJECT# 04181.000-06111 HODEL: 3EAB "1504- AUDC GARAGE 8WM0: LEFT PAGE: WALL ASSEMBLY DETAILS 16 H EXP. C PRINT 1/25_0 DATE: SCALE 1/4"=l'—017 SHEET WA1 INSTALL 6' SELF -ADHERING. MEMBRANE FLASWMG OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEry'E'IME OF FAS14NG TO BE, X: L BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE BET IN BED .-.k; OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. -X.--; E-Z BEAD ALL AROUND VENT-APPLY SEALANT ALL JOINTS AND INTERSECTIONS r � APPLY SEALANT AT PERIMETER OF BAGGER ROD NON -MOVABLE FRAME AND STUCCO ALLYa CAULKING • JOINT I I AFL AROUND I PER SECTION R703.7 Exterior latl*w and p 6tp I Exterior use of portiand cement plaster BACKER R� shall comply with the application requirements of ASTM C 926-18b. ,X. 1X Installation of exterior lathing and framing 1 shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER'(, STUCCO WRAP .:� _ HOODED VENT J' COAT CEMENT THIII ER3 METAL LATH WRB LAYER -2, FORTPIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 8TUCC0 WRAP LAYER 4, FORTIFIBER BUILDING PAPER LLbOD GONSTUGT� 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEMI MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIF15ER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH h' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK RASH' PIPE THROUGH / WALL1 &' SELF ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'MICIK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO s+ICCfa iv ICCC.CIvC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT Ys' TO YB' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING WOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 6 GRAt FELT -PR SEALANT A JOINT INTERSEC STEP #1 STEP #3 WOOD SHEATHING LAGS LAYER M, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEPCER • l' OZ. MAX V Tox' MID -WALL weer ecae® W WIDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY (?�HORIZONTAL WEEP SCREED FRAME TO BLOCKZ 8' IURB LAYER 01, STUCCO WRAP WRB LAYER 9, STUC.GO WRAP 6 APPLY MM SEMBRANEFLA _ GRADE 'D' FELT ' MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUGC:O/ G.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdwigngroup com AA /: 0003326 J r C o F 9 sveDIV. de Lo'r. ABBOTT PARK LOT #6 BLK. #11 PROJEC .r# 04181.000-06111 MODMU 3EAB "1504-ALLEX" GARAGE 81FMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H EXP. C EXT. END= FRAMED WOOD sHEATHING 1164LL WRB LAYER -1, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER 4, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS V4 HAT C 4AN NEL il, THAT 3 COAT CEMENT DER TYPE 'X' DRYWALL 01 6' BAR • TOP OF WEEP SCREED WEATHER RE616TIVE. - TO SHEATHING BEHIND WEEP SCREED BARRIER 4 D SHEATHING �\ 4' POSITIVE DRAIN. THICK, 3 COAT CEMENT IICFP A!_GFCPf PLASTER , -- - --- / METAL LATH WRB LAYER q, STUCCO WRAP - WOOD SHEATHING K. THIC3 COAT CEMENT ' PLASTER _ 6'SELF-ADWEREM IK-WRUC-l0 GUBTOM CAftill MEAD RASHIG WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER -1, 4' POSITIVE DRAIN STUCCO WRAP WEEP SCREED • --�'+` H f` WR6 LAYER 4, FORTIFIBER . BUILDING PAPER � I (SHOWNA I A SEPARATE A '"•. 6' SELP -ADFEREING WRLAYER -1, B ING /� FLASHWRAPPED STUCCO WRAP • DORMER OF CANTILEVER ICOMA "-WWFWC-180 4' POSITIVE DRAIN 2 w gr Arsean NO GAP IN FIELD J (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.® CANT. SCALE, 1 1/2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE 3/4 RESILIENT WEATHER RESISTIVE HAT GHUAMEL BARRIER 4 `i' T14M 3 COAT CEMENT PLASTER METAL LATH S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED WOOD SHEATHING FINISHIT i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER � WEATHER RESISTIVE BARRIER 4 VINYL CASING 5EAD I' THICK 3 COAT CEMENT PLASTER S/B' TYPE 'X' DRYWALL METAL LATH WCTEXTIRED t PAINTED WOOD SHEATHING FINISH J' THICK 3 GOAT DEMENT HEADER/BEAM PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 R1P EDGE INSTALLATION EXTERIOR GRADE DRY WALL I' THICK 3 COAT C CNLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LATER 01, STUCCO WRAP) WRB LATER 02 (FORTIFIBER------- — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — FINISH LAYER (2 LAYER PEEL t STICIV------\ 6' PEEL t STICK• DRIP ED EDGE TO DECK I NXI 1/1 P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING lot I \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK & GAP FOR BACKE ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL A STICK) 3/4 RESILIENT HAT CHANNEL x WYTEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD COLUMN SHEATHING WEATHER RESISTIVE BAR\\RIER'1 3' X 3' 26 GA GIALV. WEATHER RESISTIVE METAL DRIP EDGE BARRIER 4 SET IN FULL BED OF SEALANT,V MIN. SPACE FROM DRIP ' S.A.F. \ �Q PEEL t STINK FACE TO TREX I Wx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I A,' X 3' 26 C.A. GALV. Y♦' GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT YW GAP FOR BACKER SET IN FULL BED OF ROD • SEALANT SEALANT.Jj' MIN. VINYL CASING DEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD - BARRIER 'I BAJ WEATHER RESISTIVE WEATHER RESISTIVE WATER PROOFING 4t BARRIER 4 Gnus BARRIER 4 LAYER (2 LAYER PEEL EXTERIOR COLUMN t STICKJ v.I'�'sr COLUMN SFR.ATHWG DECK MEMBRANE, 6' SAP. EXTEND OVER DRIP PEEL 4 STICIG EDGE I Yo-AW 'L' FLASHING 3' X 3' 26 GA CsALV. SUM FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® S ROOF CEMENT SET IN RILL BED OF X 3' 26 GA GALV. SEALANT, lj' BIN. METAL DRIP EDGE SPACE FROM DRIP FACE TO TREX I Y�'XI it P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, V MN INYI. CASINO. BEAD CONTINUOUS JSTICK) SPACE FROM DRIP WATER PROOFING let V GAP FOR SEALANT FACE TO TREX VINYL CASING BEAD LAYER (2 LAYER PEEL t OPT" BACKER ROD. WRAPPED FROM BALCONY DECK TO t1w9ce-oomm MODFIED 90 WATER PROOFING lot LAYER C t CANTILEVER 3/4 RESILIENT WRAPPEDR � ;' THICK 3 COAT CEMENT HAT C44ANNF-L BALCONY DECK TO PLASTER VINYL CASING BEAD CANTILEVER METAL LATH J' THICK 3 COAT CEMENT WOOD SHEATHING. PLASTER WEATHER RESISTIVE BARmER -1 9/8' TYPE 'X' DRYWALL e METAL LATH A.. WEATHER RESISTIVE WREXTURED a PAINTED - WOOD SHEATHING BARRIER 4 FINISH i 4' POSITIVE DRAIN �' THWCK 3 COAT CEMENT 4' POSITIVE DRAM wir ArAr PLASTER (SNOW) FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMIWa MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING ® V O.G. MAX. r% N ' WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD (P FRAME 2 CORNER BEAD (FASTENER t SPACING s N CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD � BLOCK WOOD SHEATHING —� WRB LAYER 01, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER------, METAL LATH , d' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE VINTL COI. II ER BEAD J / (SHOM FOR CLARFICATION RIOF VINYL CASMG BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11 EDGE INSTALLATION ® COLUMN /W/"T" L'T AQT-TTATt-N SHEATHINGS 1 WRB LAYER 01, E STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING% PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 4, FORTIFIBER BUILDMG PAPER I METAL LATH -" I' THICK 3 COAT C =-t PLASTER --- 7 6'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME. NO BAND) 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com l AA •: 0003325 J R h [�� Ig L4 94 D b 9 SUHDIV. NFe LOT ABBOTT PARK LOT #6 BLK. #11 PROJECT# 04181.000-06111 wODEIt 3EAB "1504- ALLEX" F3ARAdE awiNa: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C WOOD SHEATHING METAL LATH J' THICK 3 COAT CEMENT PLASTER 6-SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 01, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER'2, FORTIFIBER BUILDING PAPER METAL LATH d' THICK 3 COAT CEMENT PLASTER FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER *I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD & GAP TYP GA6MG BEAD TO TRIM IX TRIM MEMBER e STUCCO TO SIDING TRANSITION SIDING WOOD SHEATHING WRS LATER 01, STUCCO WRAP WRB LA STUCCO ;' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFIBER BUILDMG PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 1g CASING BEAD (CROSS SECTION) UIom CONSTR\ -- BEYONDV U OM SIEATN MAINVAM -1UlEATMER ` UEATNER RESIS/ , \� DARKER 9� !'XTHY.•� _ / FLASWWA SELF-ADIER PL FLMNNG .5 RESISTVE BARRIER -1 RESISTIVE erARTER 6TRP I �� y 6• SELF-ADFERN6 1 _ PLASNM� rGSLw METAL] —' GALw METAL •Z' FLABLIMG 'r FLA&AN6 _ DO NOT CdLK oR LEA 1. rRI•1ILLA ETE 4ffi�lCa YIaOD'TRIM �TED TEa• om GAP UACALLKW. \ / OR APPRO T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SN UMATWM BAAMEREe WRB LAYER 02, FORTIFIBER X`REVEAL—NDI BUILDING PAPER -ADZE FLASHM METAL LATH STARTERSTRP— (EXPLODED 8" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD C9) RAISED 817A��iSCALE:BAND (FRAME) 1 1/2' = V -0' SEALANT WINDOW FRAME 2X FRAMING MEMBER UEATNER RESISTIVE BARPSERABOVE roFLASWMGxveTNER t_Q! RESISTIVE UEATNER RESISTIVEDARKER aGALV'D METAL WOODwLATTR" EAR—' OF E_Z BEAD = . ` ruHi' FLEXIBLE PVC MA01CM ROD) I RASHRL�� 7�� TNT T 3 CH'ENT F'LAS TEe1 UEATNER RESISTIVE , BARRIER, UEATNER REN6TNE DAPMER 4 UEATFER RESISTIVE DARKER , (IWw FLEXIBLE PvC BOL717R ROD) SIDING TO STUCCO `���6rVE ® FRAME TO FRAME 19 TRANSITION J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (wl%l FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW /— METAL LATH WRIS LAYER 02, �WINDOW FRAME _l I U�J IL D SHEA PAPER WOOD 1 1 I WRB LAYER "I, STUCCO WRAP 1 6' WIDE PEEL 4 STICK 1 OVER FLANGE WINDOW FLANGE 1 E-Z BEAD VINYL CASING 2X FRAMING (W/%* FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E078 FAX 407-7744078 wwwAbdeslgngroup.com AA N: 0003325 m � o p � R�b R R a I' 0 0 fP SVIBDIV Ae LOTBBOTT PARK LOT #6 BLK. #11 ROJECT* 04181.000-06111 MODEL 3EAB "1504-ALLEX" GARAGE 81rMG: LEFT 1PAGE: WALL ASSEMBLY DETAILS 1A MPH EXP. C V8' TEXTURED FMIBN 0 WOOD, / 1/2' TEXTURED x / --- - '-i-- FMIGH 0 CM SUB-BANb x x x — ` 2x6 1p7W/I'x4' NOTCH ® METAL LATH END, WRAPPED IN x x x x x PEEL 4 STICK OR METAL FABOIA WRAP SNEATHMG x x x x x x ` I U M LAYER •I, x x x x x x I DRIP EDGE STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x U1R6 LATER 4, FCIF2TIFIBER x x x x x x x x x x x x x I ---------- — --- I BUILDMT4 PAPER 1J 1/8' TEXTURED I _ (F� �Y) x x x x x x x x x x x x x FRAME OR CM I FINISH ® WOOD I �� 2x6 8tb BAND RoOFNG CEMENT x x x x x x x x x x x FELT PAPER I 11/8. 1/2' TEXTURED x x x x x x x x x x i FINISH ® CMU i �` DRIP EDGEx x x x x x x x x x DRIP EDGE �\ x x x x x x x x (REFERENCE POINT METAL FASCIA �1 TrAI KICK OUT Y FOR WALL OFF WRAP V FROM FL AN g x x x x x �I" �, x SET OF COMPONENTS) STUCCO I' FROM ------ WOOD WALL EXTERIOR WALL METAL FLASHING, WRAPPED �o (FRAME OR CMU) �� MIN. Y4' ABOVE BOTTOM OF DRIP EDGE \\_ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/I> 'x4' NOTCH \ END, WRAPPED IN ROOF DECK (BEYOND) PEEL 4 STICK `1 DRIP EDGE, I' OFF WALL -ROOF CEMENT s \ ROOF NOT INTO STUCCO) OMITTED EDGE \� I 11/8' TEXTURED FINISH ® CLARITY WOOD,1/2' TEXTURED SUB BAND DETAIL ® WALL / FINISH s CMU 2x6 SUB -BAND W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• ®PLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS V-8' O.C. MAX. 2x SUB -BAND W/1Y'x4' NOTCH ® END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x // x x x SUB BAND DETAIL ® WALL W/KICK-OUT 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/11 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAK 407-7744078 wwwAbdesigngroup.com AA #: 0003326 z y b ao 74 � a D F BUBDrV. Ac I.OT ABBOTT PARK LOT #6 BLK. #11 PROJECT# 04181.000-06111 HODEIc 3EAB "1504-ALLEX" GARAGE BVMG: LEFT PAGE WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH W. C FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X6 W1.4XW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - s (- -4" TE-2 12" SEE PLAN 10" - s _ (+)O^-0" FM-12X18 tY CONTINUOUS 15- - s (+X1"-p" TMC-12X18 12" CONTINUOUS 18" - (2)#Ss VARIES Ft-24X24 24" 24" 17, (2)#5's (2)#5's ( Y FM 12X18 FM 12118 (----------- FM•12X16— — — — — — — — — — — — -- ----- —�- c ( EEN SLAB 1 1/2" m i��' 3 1l2" I g--p—��-- PER" I M XI 4" CONC. SLAB 31/2' I m OF LL L Y o m I � ILL SLAB FM-12X18 �I l e 4 N i 44'-10" 12'-10" 4 v M LL I m 4" CONC. I p N I SLAB N 5' TE2 3 SLOPE 1/8" o 0 _ TOP F -mc-ly(1� 1., I P� I w SLAB I -51/2" '10 _2 — FM 4" PVC CHASE -12X18 N 1., SLOPE 2") I 1 1A _m ., ., apm N cS o I w 20'-8" I 4 Y N I I I 4,71/2" I a I I SIM. I 1A 4 E IV I 2 FM-12X18 J FMC-12X18 F:�o' _ _ 4" CONC.-/ I 7'-4" O.C. MAX SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 114 = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-W, 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 10 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.EIINDICATES #6 BAR, MINDICATES #6 BAR,■NDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #.5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 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 X-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774E078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 s. S b a o SUSDM & LOT ABBOTT PARK LOT #6 BLK #11 1pitoimcT# 04181.000-06111 HODZU 3EAB "1504- ALLEX" GARAGE 51IING: LEFT PAGE: FOUNDATION PLA 160 PH XP. C SCAM: 1/4"=1'-0" SHEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING }} z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q d CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS _ ��_so� c o a SPACING REQUIREMENTS > Q w V) .. /j GARAGE DOOR w m U o ". r8/w„ RECESS m j v a. Q In - z 8"CMU WALL O 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I w 8" O io — - Z � IN FOUNDATION WITH 30" LEG EACH W = - TOP OF SLAB Tom' SLAB WAY AT ALL CHANGES IN DIRECTIONS ' of SO THAT THE STEEL REINF. IS CONTINUOUS N tUp . _ - - MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCN SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER(I-STORY) 18" ; PORCH SLAB - V IES SEE SLAB SCHEDULE 70P OF GARAGE 4" CHAMFER IILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE N MASONRY UNITS SET �;p. A7 ELEV: WI 1/2" ISOLATION '.., JOINT (WHERE ♦ 6" CHAMFER (2STORY) #4 24" W, WI tl2' ISOLATION (iSTORY) S' CHAMFER (2STORY) .. 94r APPLICABLE) Z SEE SCHEDULE #5 �„ PPNT ERE Z • a EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS Cie. 2 TO 3, PROVIDE 2 BARS), UNO #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 @ GARAGE SC"LE3'4'=V-V R BARS DETAIL 4 DOOR OPENING 09� SCALE: 3/4"=1'-0" SCALE: 3!4"=1'-0' ? (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 46" Q B"CMU OMMON 0 t1 NAIILLS, 2I-ROWS, 4CO/C BTM. VERIFYHEIGHT Q (L #4 REBAR �24" O.C. @� CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN a[vd g SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z ? � w WALL W/SYP K C7 � ui 5• w 0 a I No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE SECURE ST. PLATE TO SLAB W/ S I NEW REINF. BAR TO BE PT. PROVIDE DBL. TOP 1/2"x9" WEDGE ANCHOR W/ 2" SECURED W/ 2- PART g WASHER SET IN HIGH STRENGTH - 2" CAPPED a EPDXY. MIN. EMBED EPDXY 5-112" EMBED. MIN. 0 16" OC ° GALVANIZED PIPE -� < 8', UNO — SIMPSON SPH4 OR SPH6 MAX. °° W/FLANGE (N BASE Q O FOLLOW ALL MANE. BTM AND TOP PLATE cv 4" CONC., REINF. W/ = K SPECIFICATIONS FOR m Q ANCHORS W/ 10d x 1 112' 6k6" #10 W WM ON 4 F I LL NAILS ISE LL 10d w 2 m 6-MIL POLY ETHYLENE ih PREPARATION OF U HOLES, DO NOT UMON 0 w VAPOR BARRIER ON Z HOLE. x 3" of SEE SLAB SCHEDULE = Q -0� WELL -COMPACTED �� SECURE FLANGE TO - Q - CLEAN FILL TERMITE a SLAB W/(4)1/4"X 21/4" o O m +-0'-• - 111 TREATMENT SHALL BE TAPCONS �Q TOP OF SLAB ° . 5 . �... BORA-CARE ° { Q I (2) CONT. #4 REBAR 4" CHAMFER (1-STORY)- qm f 6" CHAMFER (2-STORY) (2)#5 REBAR ON CHAIRS • EQ. EQ. SEE SCHEDULE 12" MIN. DEPTH IN70 ? w 2,000 PSF VIRGIN SOIL OR 05% FOR WxD, BAR SIZE VIRGIN OR ENGINEERED SOIL Q COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LE SS THAN T-6" °'U pER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION ( ) 5 6 FOOTING W/ BLOCK WALL SCALE:34"=1'-0" SCALE: 3/4"=IW' 1A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" OIC STM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. WALL W/ SYP NO 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO a ^ a SLAB WI10d MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 0 NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. Q w ADDITIONAL METAL ADDITIONAL METAL m U CONNECTORS NOT CONNECTORS NOT oo — v a REQUIRED WHEN NO REQUIRED WHEN 0' � to UPLIFT IS PRESENT. UPLIFT IS PRESENT. . U 6' CMU WALL POURED LINTEL CONT. (TYP.) � SEE SLAB SCHEDULE M � +- 0'-0" �' 6" CMU FILLED CELL (TYR) - I, -. - .:. TOP OF SLABto-' Q SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF SLAB - .- 0'-0' SEE SLAB SCHEDULE � • 12"DIA. SIMPSON STB2 BOLTS 5" .. n " TOP OF SLAB n• Z Z — e MINIMUM EMBEDMENT INTO —n _ "ISOLATED" COLUMN PAD GROUTED CELL, 4' FROM ENDS AND CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB - SEE SCHEDULE - ;s SEE SCHEDULE EQ. ECI EE SCHEDULE FOR WxD, BAR SIZE ` / FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY 774✓ AND BAR QUANTITY AND BAR QUANTITY ���/LLL INTERIOR CURB FOUNDATION WOOD WALL 8 0�n� FOUNDATION WOOD WALL &4"=''-0' (NO UPLIFT) COMBINED EXTERIOR MONO- 10 FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE:34"=1'0 (NO UPLIFT) SCALE: 314"=V-W 11 SCALE: 3/4"=V-T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 V h Y R $� G 6. BUBDiV ae LOT ABBOTT PARK LOT #6 BLK. #11 PROJECT* 04181.000-06111 MODEL: 3EAB "1504- ALLEX" GARAGE 811111IIMG: LEFT PAGE: DETAI 160 MPH Arl 1 SCALE: 1/4-=1'-0- 1 S1.1A STEEL REINFORCING IN GROUTED z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" TREAD W/+1" NOSE d ^ - z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o Y 8'CMU WALL PAVERS 0-0' #4 REBAR (TYP.) 0 0' �, mm U W 0 8" CMU WALL TOP OF'" z y\ - .■ TOP OF SLABS 1 N O - ¢ SEE SLAB SCHEDULE cwj m SEE SLAB SCHEDULE g 12' RADIUS OR CHAMFER co a z w c •. 'v _—� a ._ 0'-0" TOP OF SLAB. SEE SCHEDULE C6 cwn-. ^ g —Lu — FOR WxD, BAR SIZE AND BAR QUANTITY w Q z w O O a • ' `f •:° .°° • EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE If AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE:12"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12k8" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. ® 16" SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" ,-SEE SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:ar4"=''-0° (W/UPLIFT) EXT. PORCH SLAB W/ 12" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND K SPACING REQUIREMENTS �w 00rap Z 8" CMU WALL E 0 M SEE SLAB SCHEDULE CHAMFER ('STORY) L4" 6" CHAMFER (2-STORY) Z MATCH STEEL E REINFORCEMENT iv PER SCHEDULE �,EESCHEDLILE FOR WxD, BAR SIZE AND BAR QUANTITY BAR SIZE 48 BAR DIA. Z W >O m U #3 18" #4 24" #5 30" #6 36" #7 42" PVC CHASE THRU FOOTING 6 NG REINFORCEMENT PER SCHEDULE s 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774 6078 FAX- 407-7744078 www.abdesigngroup.com AA t. 0003325 a y ro C as avBDIV►. ae LOT ABBOTT PARK LOT #6 BLK. #11 F-ROJECTIP 04181.000-06111 MODEIe 3EAB "1504- ALLEX" GARAGE 9IM90: LEFT PAGE: DETAILS 16 PH C 43'-4" 3T-0" 33'-4" 26'-0" 121. 6'-0" LA m `v 4 (V '9 e 4 q m .q 12'4" 24 -4" 28'-0" 32'-8" 39'-4" 44'-4" 48'-0" 55'-4" 62'-8" DOWEL PLAN SCALE: 1/4 =,'-0" M N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdesigngroup com AAN:0003326 M Q h b C F Vde LOTOTT PARK LOT #6 LK #11 Pnon=T# 04181.000-06111 MODErr 3EAB 1504- ALLEX" GAFAGE SIFMG: LEFT PAGE: DOWEL PLA;lXp. 160 H C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10• HOOK - GROUTED BONO BEAM I L VARIES PER ELEV. A Z N #5 BARS [1—:- 114 " 8" " EL a H Q N e CLEAN OUT REQUIRED FOR INSPECTION $ - •q - I TIE- VERTICAL REBAR q - TO HORIZONTAL REBAR W/W"HOOK BAR SIZE 48 BAR DIA. Zir #3 18" LLI O #4 24" U #5 30' #6 36" #7 42 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS &4R SIZE 48BAR DI0. #3 1 18" METHOD #4 1 24" HORIZONTALIVERTICAL #6 3" REINFORCING ;r G SCALE: 3/4"=1'-0" zLH STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS mW U y a. W 0 - z 8•CMU WALL a _0 TOP OF STAB q TOP OF SLAB �• SEE SLAB SCHEDULE SLAB SCHEDULE z ; q q BAR SIZE 48 BAR DIA. E)(T. PORCH SLAB 4" CHAMFER (1 STORY) 18„ �y 0 q W/ 1/2" ISOLATION 6" CHAMFER (2STORY) - - JOINT (WHERE APPLICABLE) z MATCH STEEL REINFORCEMENT 6T PVC CHASE PER SCHEDULE " 6" PVC CHASE THRU FOOTING HRU 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"=V- CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M. 0003325 M D 4 o � A F � 9 0 BVHDIV. ac LOT: ABBOTT PARK LOT #6 BLK #11 PR0J=T# 04181.000-06111 MODEIa 3EAB "1504- ALLEX" GARAGE BwING: LEFT PAGE: DETAILS 160 MPH A C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 112' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 — ()#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ---mmm ............. ...................... UNO PROVIDE BB1 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 8'-W UNO J L 8F76.l2/OM/OB 8F16-1T/OMM/06 LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 GT 4 1 1 I 1 i 1 � 1 i 1 4w 1 m 1 �, wc� 1 •z'Zx ^0Z 1 1 fE 1 m> 1 1 1 1 1 1 1 1 ./i S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.� AA #: 0003325 14 SEEN 94 h = h C iD }t m Wu O a 9 —LLL SXMDM 4k 714 ABBOTT PARK LOT #6 BLK. #11 PROJECT* 04181.000-06111 MODEX. 3EAB 1504- ALLEX" GARAGE 81FMC: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C '11*� 95 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK — 30" TYPICAL #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM CORNER REINFORCING OF BOND BEAM SCALE; 3l4"=1'-0" -#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 314"=1'-0" PROVIDE Y DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Pg6�F�f� .Q� NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8"xs" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 95 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8" HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xt6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •,•"- COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL. I. 8„ I• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. A�-�F T F = FILLED W/ GROUT •(BOO U=UNFILLED .r1Np NOMINAL # OF #5'S, IN 2ND BOND WIDTHOF COURSE 16-1 T/1 ICA/ NOMINAL=� P� HEIGHT # OF #5'S, TOP B IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - iT/1M/0B INDICATES A DOUBLE BOND BEAM # OF #65, BOTTOM AND XFXX- ITPoMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3114" WINDOW q SILL Z E - SLOPE TYPICAL MASONRY WINDOW i1 SILL CONSTRUCTION SCALE :1tn"=r-0" SINGLE #5 CORNER 1 BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM LE REINF. BARS PROVIDE #5 BAR l) AT EACH SIDE STEEL REINF. OF OF ELEVATION 3ROUTS BENEATH BOND.BEAM CHANGE CHANGEIN D7ELEVATION OF BOND BEAM CALE: 314"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS 8xl6 DBL. BONG TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .y: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BONG OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRECAST CONCRETE BAR LENGTH Or BARB OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8x8 PRECAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS T(10 PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-14' EMBEDMENT 2x6 (MIN 2 X 3) 2-3M 6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER SLK. EA END EMBEDMENT 6" OSB SHEATHING IU WALL ARCHWAY FRAMING DETAILS 5 SCALE: 314" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abd-igngroup.com AA III.0003325 A m h a 2 � 60 U ll 0 3 —LLL 9 SunDiv. de IAT: ABBOTT PARK LOT #6 BLK. #11 PROJECT# 04181.000-06111 MODEL" 3EAB "1504- ALLEX" GARAGE SVWG- LEFT PAGE: DETAILS 16o JRH EXQkj "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 W46 6.1r 1r 1r 1T -1T TYPE LENGTH 8M PLAIN 8/8 SOLID TYPE LENGTH 81464T Bne-1T 8/l0-1T 8721-1T 8028-tT BI3E-tT BIB-16 16-m1 trrl 1T1I 1T1I tnt W2T B/7W 8720.2r V.W r BF28-V 80*32-n 3'4' PRECAST 1436 952 31% 4217 5321 8428 7531 3'�' PRECAST 689 1024 3'6' PRECAST 1569 3524 4394 5263 8132 7001 2485 8113 8385 7708 9091 70000 1580 3524 4394 5263 8132 7001 4'-0• PRECAST 1066 700 2305 3125 3045 4765 5687 4'-0" PRECAST 514 763 4'-0• PRECAST 1363 3aa 3815 4570 5325 am 1961 6113 7192 6524 7627 8751 1383 3060 3815 45M 5325 W79 4'-0 PRECAST 819 533 1770 2400 3083 3666 4300 4'$" PRECAST 398 691 4' 6' PRECAST 12D7 2582 3376 4043 4711 5379 1625 5743 7547 6752 6541 7505 12D7 2707 3375 4043 4711 5379 5'-4• PRECAST 931 1247 1999 2550 3123 35M 4249 5'4' PRECAST 411 411 5'-4• PRECAST 1016 1806 2374 2944 3513 4084 1319 4460 7196 7342 5780 am 1010 2276 2838 3390 3961 4054 5'-10' PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10' PRECAST 340 339 5'-10' PRECAST 909 1499 1971 2443 2016 3387 1161 3693 5877 6036 6548 5776 929 2060 2593 3107 300 4133 8 6• PRECAST 692 1139 3227 3031 3707 4383 Mel 6'�" PRECAST 410 721 6' 6• PRECAST Me 1201 1678 1955 2332 2708 1139 =7 4598 MR 10000 8825 835 1868 2329 2790 3251 3712 T-W PRECAST 570 936 2498 2205 208 3191 36M T-8" PRECAST 303 534 T$• PRECAST 778 900 1181 1462 1743 2025 938 2498 340E 4884 7007 6472 727 1624 2025 2425 2827 3225 9'41 PRECAST 428 633 1593 2204 2481 2818 2821 9 �' PRECAST 192 384 9'�L' PRECAST 454 586 767 948 1129 1310 639 1674 2296 3061 4099 4E99 672 1318 1843 1909 2164 2519 10-0' PRECAST 388 487 1247 1767 1904 2163 2028 10$• PRECAST 151 301 10 8• PRECAST 356 488 612 755 899 1042 550 1407 1897 2781 3222 3784 504 11B0 1472 t783 1710 1989 11'4• PRECAST 330 5" 1312 1742 2252 2968 3630 1V-4• PRECAST 132 417 11'�• PRECAST 430 406 530 653 777 872 544 1312 ti42 2252 2866 3552 488 1042 1372 1643 1470 1710 12 0' PRECAST 308 507 1210 1596 2D48 2588 3191 12-0' PRECAST 111 370 12'-0' PRECAST 383 306 476 587 BBB 783 607 1 1210 1596 2048 2588 3171 440 940 1300 1580 1314 1478 13'-4" PRECAST 270 433 1045 1355 1732 2157 2535 13'-4" PRECAST 82 298 13W PRECAST 308 3D3 393 484 576 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 12D3 14'-0' PRECAST 25q 388 978 1272 1806 1988 2279 14'-0' PRECAST 71 293 14' 0• PRECAST 279 278 360 443 526 60B 390 978 1272 1606 1950 29N 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'•8' PRESTRESSED 239 422 506 ON746 865 458 1079 1429 1824 2277 2712 246 663 960 1237 1474 1715 18.4 PRESTRESSED N.R NR NR NR NR 15'-4' PRESTRESSED N.R. 252 164' PRESTRESSED 224 387 684 793 41 412 1014 1340 17Q9 70 2118 2513 230 818 908 90B 1134 13 1353 1572 1T�' PRESTRESSED N.R NR NR NR NR NR NR 1T4' PRESTRESSED N. 183 1T4' PRESTRESSED 197 326 365 451 567 690 300 BOB 1121 1413 17E 2047 192 506 720 sot 1135 1312 19 �• PRESTRESSED N.R. NR NR NR NR NR NR 19 �' PRESTRESSED N.R. 148 19 �' PRESTRESSED 162 206 348 430 513 595 235 738 959 1200 1487 1716 166 429 823 803 960 1098 21'�' PRESTRESSED N.R.21'4' NR NR NR NR NR NR PRESTRESSED N. 125 21'4' PRESTRESSED 142 219 308 381 454 627 180 598 633 7038 116E 1488 142 373 537 880 618 949 2Z4r PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 3� 428 497 106 560 784 902 1203 1381 137 358 513 as 779 900 24'-0' PRESTRESSED N.R NR NR NR NR NR NR -0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 360 418 1 129 460 654 824 1014 1147 tea 319 455 1 681 687 793 - ALL VALUES TARN AS THE LESSER FROM"WE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.com AA 0: 0003325 4 vJ V u t� C a O � R I N fill j I W E Q S StMDIV. & I.OT ABBOTT PARK LOT #6 BLK. #11 p3mo" CT# 04181.000-06111 MODEIa 3EAB "1504- ALLEX" GA11iA0E 871ING: LEFT 1 PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/1" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1 TT- ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 V q � V all :s L C - -' sumo LOT v a ABBOTT PARK LOT #6 BLK #11 1pmn=T# 04181.000-06111 MODEX. 3EAB "1504- ALLEX" GARAGIC 8111naG: LEFT PAGE: FRAMING PLAN 160 MPH E C Es o DATE: 1/25/21 SCALE: 1/4"=1'-0" SI1EET S3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETAi6 TRUSS ANCHOR WITH (12)16d x 1 }" NAILS TO TRUSS OBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(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) i6d GALV. COMMON NAILS. bQ SECURED W/ i0d GALV. COMMON NAILS 17 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFAMALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 31a (�lb) elc TYPICAL TRUSS! - GIRDER CONNECTOR(S) OUTER 113 OF SPAN ONLY BTM.- PLATE DEPTH 1/4•D —HOLE EDGE -518" —HOLE DIAMETER <2/5"D SGL. STUD LE EDGE -5/8" HOLE DIAMETER < 3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: ENGINEERED WOOD TRU @J 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS }" x 2 J TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x V TITEN HO TO CMU AND (18) SOB }" x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d GALV. COMMON NAILS. (2) }' x 5"TITEN HD TO CMU AND (18) SOB }" x 3" lx2 SECURED W/ lOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 6" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) 4=1 # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4)1W x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DO\G. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0- TO W-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE V-0" MAX (W/1X4) (1) "X" BRACE @ CENTER OR 1D'-0" MAX (W/2X4) FROM CEANTER TODIVEEDDEOUALLY 2x WOOD FASCIA, - 71, ix4 DIAGONAL SEE ARCHITECTURAL BTM. CHORD PRE-ENG GABLE TRUSS BRACING, SEE CATION PLAo� STIFFBACK PER—� U J MAIN OOT BE REIRED TRUSS ENG) SS BTM. CHORD OF WOOD ROOF TRUSSES ix4 BTM. CHORD BRACING V-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF -0 10'" O/C MAXSECUREO W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p �L INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4"=V-IY' SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX .CONT. 2x4 SECURED W/ (2) iOd's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BCALE:3/a"=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 (Ft 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 Ft AND F2 FORCES. 11 ALTERNATE MATERIALS _ SCALE: 3/4"=1'4" 1441 N. RONALD REAGAN BLYD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.corn AA #: 0003325 Z y � 41 lI O h � o 64 mm SuBI)m a LOT: ABBOTT PARK LOT #6 BLK. #11 PROJECT# 04181.000-06111 MODE .4 3EAB "1504- AUDC GARAGE SIMMO: LEFT PAGE: DETAILS 160 E C I � 1/25/21 !SCALE: 1/4"=1'-0" S*Iz= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO G AT FIRST TWO BAYS 4'-W O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOWW T RROOF TOOFRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Lo124" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PFRELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/1/2"DIA. ANCHOR BOLT W/ 2" A-SIMPSON MTS12 STRENGTH CLG. BOARD 04146 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/(14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2.8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12ds I,- O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • o• • SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. 0 AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONTFILL SECUREDLE (2 EACH ALL HOLES, DO NOT USE 10dx3" 112W WEDGE ANCHOR W12" WASHER SET IN HIGH STRENGTH TRUSSNVOOD POST CONNECTIONS TRUSS TO 19-" TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5-112" EMBED. MIN. @ 16" .1 1 Oa 10b 1 O(i OC MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `` 8 TRUSS TO POST CONNECTION SCALE: 3/4"=1'-(r a° A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. # B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 114_A3'SDS, (1) 5/8' A.T.R. TO HOU4 AND (10)1/4" X 2 112" SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POSTTO SLA8� SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:7,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. li N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-774-4078 www.abdaWgngroup.com AA #: 0003325 M N r V u o 9 iLi 9 0 Inc C SVHDiV Ac LOT ABBOTT PARK LOT #6 BLK #11 P1iOJECT# 04181.000-06111 MODEL: 3EAB 1504- ALLEX" GARAGE awMC: LEFT PAGE: DETAILS 160 MPH FoV. C q � W ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7`16 ZONE i = 18.31 PSF (28.31) ZONE 2 = 3188 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK GATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTTTK)US TILE AND METAL ROOFING, USE MIN. IBM" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE ENO FRAME USE 1 Dd RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. � w ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM tOd RING SHANK, 212" 0.131 1 7 SCREW SHANK 170,000 RING (i6-20 RINGS RSRS-03 8d RING SHANK, 2 3/8" 0.113 Fl— SCREW SHANK PER INCH) RSRS-01 fad RING SHANK, PNEUMATIC 233/8" 0.113 F1667 SCREWULS RSRS-O EXTERIOR SHEATHING USE 12' COX OR 7/16" O.S.B. PLY WITH lid RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ROOF SHEATNMG ATTACIEMENT SPACING ZONE 1: iDd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD Ed RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES w z z =U z p w 2 U O ' Z it 2 z Q O n U zo � a � AJ TYP. FXT. SHEATHING ATTACHMENT RAFTER OR IRUSS ROOF SHEATHING I �� .. ■mmm=00 I U BUILDING LENGTH r ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE GABLES -DROP GABLE END & (1) ADO'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE CIOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 2" DECK SCREWS Ise &'S" O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBoa 2020, 71h EDITION ACT 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 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. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC3NC33M. MAXIMA,IAOGREGATE SIZE SHILL BE 31C" PRCMDE 6%AIR ORWEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF RRI PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABSONGROUND WHERE INDICATED ON ME BRA ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PROVIDES. SEAMS UPPED 6 NICHES AND SEALED WITHE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK 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 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION."RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, M EDITION. SEE NAILING SCHEDULE ON PUNS. 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1084/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' AC I TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O` OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRACE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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 NOTIFY ARCHITECT 1 ANY DISCREPANCIES ARE FOUND. TO WORK PERFORMED AND SHALL NOTI THE ARC TEC F SCRE D REBAR SHALL BE ASTM ASISMISM GRADE 401N CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED, GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACT 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 'SCSI LATEST EDITION' 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 ROOF; LIVE LOAD FLOOR LIVE LOAD 40 psf REVIEW WOOD TRUSSES. 20 TOP CHORD+pnowlaxrerd Pat TYP. MIN LAPS SHALL BE AS FOLLOWS: #1 BAR - 25" AB BAR - 38' 10 PO BTM CHORD -nOnoD .nt #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. TOP CHORD DO TOP CHORD (7 PST ALT (1 No GYPCREIE) (7 pst ASPHALT SHINGLES) PSI ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 5 P T EIwl BTM CHORD 5 psf BTM CHORD B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH AD DEAD LOAD TO RESIST WIND UPLIFT: 10paf 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 PIT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED 020) MPH 3-SECOND GUST (NICE URIC EXPOSURE C, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tO UNINHABITABLE ATTIC WITH LIMBED BIT ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT BALCONIES (EXTERIOR) STORAGE:: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: IOpa1, GUARDS AND HANDRAILS: 200ps/, GUARD INfILL COMPONENTS: 50paT PASSENGER 40p WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpaf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDM VIAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf 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' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY 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 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 THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C90, GRADE f. = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 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 LS RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MAWALLS MASONRY WATO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPOS 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 Sow 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' TYPE 'W OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psl, FOOTING 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 0.1557. 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 GE0.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 CONTRACTOR'S EXPENSE. AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE B. TYPE E ORS F = Y Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE SLAB-ON-GRADE3,000 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEfILLED IN THE SHOP. PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB,35 ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOREACH SEPARATE MX PRIORTO OTHER BOLTS SHALL ACCORD STM 2NCEWIT BOLTS WITH WASHERSUNDERMETHOD. TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLOP SHALL NOT EXCEED 5'N- PRIOR TO THE ADDITION OF PUSTICI2ER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0OFF-THE-NUT METHOD. IN CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACT 318AND ASTMC94C%M OR MEASURING, MDONG, TRANBPoRTWG. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SMALL BE TIME -STAMPED WHEN CONCRETE R BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWW. NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES. THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REWIRED CONCRETE COVERAGE OVER REM SHALL BE AS FOLLOWS: A 3-FOR CONCRETE CAST AGAINST AND POW00ILY EXPOSED TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH ANDAORWEATHER 1-11TFORAAND SMALLER 2' FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3f4" FOR SLABS, WALLS AND JOISTS 1-117' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APnlrwTxxN s¢E TrPE REMMIt9 APPLrwrKxl s� TYPE sPAcnc REAwwa tII Pr FUfd3NG TO MASOId3Yl CONC. CA9E HWmENEO WR NPx 11?LONG. �OIC GARAGE DOORBUtlC 70 FMGONRYM-ONC. yr DIA NO WASHEq APCON AV50lAYA-ENDDEST.. T FASTENER t+?EDC#OIST. S 1. pT. KT.DOOR9 CnSE HMroENED WIL NAMtf?LONG. POIC 91AOGE�O WWDOWAOIXL FASTENED WT0IMSOMYAXMG GARAGE DOOR W(]( TO MASONRYICONC. 1?DKWI WASHER E%PANSpN BOLT fb 4'C ED., "EWD .. N3 EDGE OLST. W ww0owa/acs +:PT. sEE NotEe usE HARDEran con. x++?wNG. co< sTAGGEREo wnocwmoowPASTENEo rrto xwsGNRY/coNc. LFTU STRAP To MA90NRI/CONO. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS E%T.9WWG ODOR BUCK3PT, SEE NOTEn I110roIA 'TMCON tt?EMBED,Y END. DST..11?EDGE D5T. NONAEMKJG WOOD WALL IO CONO STAB 12`° E%PANSKIN —BED-END .1 ER BOLT Z4 IXC DIST.,YEDGE DWI. RPTwMDOVN Buac 3B•PAFA3t/S B'OIC FEND. D6T.,+1? TO STEEL ALL., SEE W/WASHER STAGGERED DGE DIET, NO ES NOTEIII 7 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCO MATERIAL SHALL BE NAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W Ww.abdosigngroup.COD1 k. AA #: 0003325 4 h % 1r jx y � errp a go� .Lo j eC 9 iLi 11PIROJECT# XMDIV & LOOT BBOTT PARK LOT #6 BLK" #11 04181.000-06111 MODEU 3EAB "1504- ALLEXN' GARAGE S'WMG: LEFT PAGE: DETAILS 160 JLFH Fffl. C 0,