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HomeMy WebLinkAbout7673 Sail Clover Ln99 91828-4EBB-CALI' ALL WORK SHALL COMPLY WITH PREVAILING ;ODES FLORIDA BUILDING CODE, 1ATION� ELECTRIC OY ND THEy-PHRHILLS )RDINANCES HOMES OFzEp�,Y�H;- s - `' NIINF-p` PLAN EXA 12602 TELECOM E>RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS iL -majo�A gOma ('on ► ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION TM IYU!! y(OM) of -AU LOM AND STATE CODE$ ABC ALT. ADJUSTA CONDITIONING ALTERNATE MUM, M R. LUMINOUS MANUFACTURER Oft/is CDs ISM ARCHITECTURAL SHEET DESCRIPTION 0UI5/I6 i0T1 FBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 -OCCUPANCY - RESIDENTIAL, GROUP R3 -coNsrRvcTloN TYPE - vH -1W. INTERIOR FINISH - CLASS B -BASIC MD SPEED - volt=160 MPH AMP, BD. GL CAB. CI.G. CR. AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR MIN, Mr. SITD MT" N.T.S. O.C. MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE GNCENTR PG Cl—COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN 0b16/6 CDs RE -WED 02lJUb A)MG BELEvaTIONSADDED VM/e CDT RE -ISSUED aIFLIB WOOING REVISION PER M. BOIIEB f TEL: (813) 740-9720 n FAX: (813) 740-9715 Yssd=174 MPH -EXPOSURE - C -I-STORY RESIDENCE - _2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CONC. CPT. CT D, DBL. CONCRETE CARPET CERAMIC TILE DRYER DOUBLE PI. P B. PH PLT. PLYWD. PROPERTY LINE PUSH OUT" PHONE PLATE PLYWOOD PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN CD'SRE-ISSW ,DDEDpAi8LE56FOOTERATWAGE DETAIL (FORT MYERS) PLANMANTENANCE AND STATE CODES D.G. DIA. DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURETREATED PG Ml-MECHANICAL PLAN rctmms REVISED LNIEL SIZE AT FRONT ENTRY DOOR DIM. DISP. DP. DR D.S. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT R. RAD. R.A.G. REe. RM, RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM PG DI -DETAILS PG D2—DETAILS PG D3-PRODUCT APPROVAL - STATE OF FLORIDA SQ.FT. CJ41LC.�S ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (MELBJ REVISED HVAC vMWIN dJ SOFT CALL SCHEDULE (MEAD PROFESSIONAL ARCHITECT: DTL. D W, DETAIL DISHWASHER EACH R.D S C S.D ROUGH OPENMG SOLDCOREEXTDR SMOKE DETECTOR PG WAl -WALL ASSEMBLY DETAILS LIVRYa 1,828 $G. FT. ADDED 'EXTERIOR MONO DEEP FOOTEW DETAIL I2/811A (ORL) 06/tU8 ADDED LED LIGW(TB KITCFEN i BATH PER MARK ROUES ROLAND A. ABOUCHACRA AR No. 93723 GARAGE 490 t3GL FT. ENTRY 1e Sa FT. LANAI eb S• FT. EA. EA, EQ EXH. EXT. F/FX. ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS S.H. SHT. SHTHG. Sim. 5�. SMOKE HUNG SHEET SHEATHING SHOWER SIMILAR PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS mbBAS ADDED STONE OPTION ELEVATION C 4 D (TAMPA) VVIAS ELEVATION'G• SIDING -ADDED LOUVER •GABLE ROOF TOTAL 2 362 SO FT. Ft. FUEL GAS SI.. SLIDING PG WA5-WALL ASSEMBLY DETAILS holms ADDED OPT. W-O' CEILNG HEK+HTB A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FM. N FILR FLUOR. FR. DR. GAR. DISP. O.F.I. GL. FINISH FLOOR FLUORESCENT FRENCH DOOR L GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SL.OL STD. sWS TEMP. H. T.00. T.O.P. T.O.S. T,O SLIDING GLASS STANDARD SHEAR WALL SECTION TRMDcussGAGAAE HCK TOP OF CURB TOP OF PLATE Top OESLAB TYPICAL I —WALL WA6—WALL ASSEMBLY DETAILS VIO//0 REPLACE USP CONNECTORS WITH SIMP80N CONNECTORS 04/01/!0 REVISE ENKAMT RADON PLAN DIMENSIONS 04MW OPT, W-0• CLG. HOT: ADDED LED LIGHT IN FOYER 04/05 M OPT. S'-0• -CLG. Wit ELEVATION C • REVISED WEIGHT OF ARCM84Y 05(066/20 A�DDEDELEVATIArS'L•:rT'(oRi.) STRUCTURAL SHEET DESCRIPTION GYP, BD. H.B. H.C. HDR. HOT. OR HT INSUL. INT. GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR U.N.O. V.P. W. Wi WD. WOW. WiH W.I. UNLESS NOTED OTHERWISE VAPOR PROOF WASHR WITH WOOD WINDOW WATER HEATER WROUGHT IRON 01A640 ADDED E.EVATI>IIS T7G••T1H••T1B•(ORLI PG Si -FOUNDATION PLAN PG SI.IA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT' DOCUMENTS. 011MI 2020FBCUPDATE 03AP3121 ADDED SOFFIT DETAILS 04/26R1 ADDED ELEVATIONS N' 4 .0' (ORL) 044141 ADDED STONE OPTION ELEVATION 'G' (MELBOJRIIE) 05/101411 ADDED ELEVATIONS'P• 4 V (Of) PG S2-LIFT BEAM PLAN AND NOTES 0b/WI ADDED DEN OPT. (TAMPA : FI MYERS) IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.lA—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.2A-SAFE LOAD TABLES 06041 ADDED 20' FOOTER OPTION (TAMPA) ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3-FRAMING PLAN DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IA-DETAILS PG S3.113-DETAILS CLARIFICATION. PG SNl-DETAILS AS DESIGN GROUP Will. RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI,s IN WRITTEN/DRAWN FORMS IN A TWLY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 Www.ebdwlgngroup.eom AA #: 0003325 SVHDIV. a LOT: ABBOTT PARK LOT #41 BLK. #7 PROJECT* 04181. 00-41 71 MOD14I. 4EBB "1828-CALI" GARAGE BVnN*: RIGHT PAGE: COVER SHEET 160 MPH EXP. C DAR � 9/21/21 SCAILE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th 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 ALLDIMENSIONS 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 WRITINGAND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALLNOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY. INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 KM SHEET STEEL 1" 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 FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED 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. SITE Wow( 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 D1557-2012El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-O" 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." TIMM 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 RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER & WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL,SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. E 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUMAREA SHALL BE8 FT . SQ. PLIM L40 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH WAMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 EKTMOR RNISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye" 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, 112"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-C1063-19aAND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILIINN 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFF98 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE VWTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7tl1EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdaalgngroup.com AA 8: 0003325 a $ 111UNDIV. &. LOT. ABBOTT PARK LOT #41 BLK. #7 1pnojmcT# 04181.000-4107 MODZU 4EBB "1828-CALI" GARAGE 8VnNG: RIGHT PAGE: GENERAL NOTES %160 MPH EXP. C 22 DA9/21/21 *CALF: 1/4"=1'-0" NliIEET GN 39'-8' nil 011111e o � _oIIYYYY11iY1 oilYY1YYYYYYIo 0111111Io' I S � O m 011■11110' - oll p ::11 ' 1 1 M . ME ME m m 11 I . i Il CIA o 1; Ol / m M I �T G . o Ll M M of / i Ir, .. `� i - ,l �' tME :�� o M m �� M . � • jjFm o 0 I.1'11 - m .. M .n L-rvr�fnc•.■ Y 0 O o 15OLLARDJ AS - m :I o . �....r PER _ .I •CODE 1. GAMGEo, .i m p 1 J' i BUIROOME Illo o' .,-t-�,I . . . . WO SGRESS�' tl p III, 011111110 0111■111aa 01110 Ivll111o. FLOOR PLAN SCALE: 1/4' . 1'-0' -+f 3f SQ.FT. CAM'S LIVING 1,826 80. FT, GARAGE 430 5a FT. ENTRY 16 SQ. FT. LANAI 86 8Q. FT. TOTAL 2,362 8Q. FT. MILOM BFONIE0LFOR$K0 mwem OFEWN SOIUIE ZONE 1101PNtMDIYvA Mill ANDTVFE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IB 5 33/-43 OR. MIN. CRITERIA 8GD. MIN. 41 S 31/-39 CRITERIA 16010 O.WD. 112 5 28.2/-31.5 12'xl2' SOFFIT I 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.10 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 71'H ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Og0moAT80Y/Yl c V-4 DEl TOP PLATE 9 m BAR DETAIL HDR. DTL. A SCALE: V2'.I'-0' B SCALE: 1/2 . I'-0' NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NOTE, -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL DE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 13/8' C95 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. .i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroupxom AA #: 0003325 Mill N Ga' XXMDIV. a LOT ABBOTT PARK LOT #41 BLK. #7 PROJWT# 04181.0 0-41071 atODaio 4EBB "1828—CALI" GARAGN al RIGHT PAGB:: FLOOR PLAN 160 MPH EXP. C F-PIUNTDA 9/21/21 >sCAL.E: 1/4"=1'-O" 8H141."I' Al SHNJGLE ROOF DECORATIVE SHUTTERS OR 4B EQUIVALENT 4' RAISED .I BAND (TYP) O-0' FI�—� ------- -- -- -/-IB'-4' BLDG. HGT. FYPON LV12X24 OR EQUIVALENT k LAP SIDING AS SPECIFIED (TYP) 4' FREIZE BAND (TYP.) /—b' TRIM A / BOARD (TYP) �— — F-L ---- 779=�R� FRONT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R109.4 OPT. COACH LIGHT FIN. 0'-C' FIN. OPP RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT REAOFATnC = 2364 SO FT. NET FREE VENNIA110N AREA RECR RED = I/3m REDUIREO VENTILATION AREA 236413M = 7.89 aVTNATGN AREA XSQ INCHES PER FT. 11441 = IM72 S4 IN. MIN. REOIIREDVENFRATION .5X 1IM72 IN IIPPERPORTION OF ATOC %7.35 SO IN. OFF RIDGE VENnLATON AREA = US SO, IN. PER VENT 567.35/225 TOTAL10OFVEIMMOILARED 49335'2 ALIOF VENTS PROVIDED 5 WEAOF ATNC ISTNE PEIOMTEROF THE NDUSF, LM TEOVE RV4G EXIENGRGFWALLTOEXTENGROFW NOGVMR%N(SINCWD®I___ AW-0' BRG. HGT. big EVA Min EmilI�MIMI v REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH -0' BRG. HGT _ _ _ __ _ _ s I _ S'-m' BRG. HGT. c0 i0 0'-0' FIN. FLR. 0 0� FAN. FLR. - —_ _—_—_—___—_—_______ — _____—____�_______�—_____ LEFT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT NGT,2, .-0' BRG. HGT I'-0' ■ i0 �D 0'-0' FIN. FLRoo - 0'-0' FIN. PLR. RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH u -O' FIN. FLR DECO. DTL. A SCALE: 1/2.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 W W W.abdesigngmup.wm AA #: 0003325 < u1 m Ed b o ounDIv. Ag Lo ABBOTT PARK LOT #41 BLK. #7 PllOJECTFp 4181.000-41071 MODEU 4EBB "1828-CALI" GARAGE SKIING: RIGHT PAGE: ELEVATIONS C" %160 MPH EXP. C 4 lOkW A, ` M NOA�J DA 9/21/21 BCAL.E: 1/4"=1'-0" QIiEET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y-y 176V CUTLET 20 AMP SOME POLE IIBV OUTLET IIOV OUTLET to OF OUTLET WIRED TO R11TCN OFl UVV OUTLET ECUIPED WpR1FIYL ERYPE)(TAMPER iRBMTA RSOETIM TYPE) n20V OIJ%AT (4)WERE COW40W N 1ILI,�PF EXT. "TEE•ICOP GRR7IRNO FAULT GPI OUTLET MTERIPIER SUTC 4 SRITCN 3-WAY OMPL SWITCH 4•WAY —FL ' /W�4 4y 1 WILL MOWTED �.lJ LlOffWALL CE— LIGHT © LED CLG LIGHT LED VAPOR ©VP FROM LkWT @VP VAPOR PROOF LIGHT Q@ IYCtlSEO CAW eVENT. FAN 1 CRI FOR NJ. FT. VI1N. FAN WILIONt i CIFI PER R6 FT. V FR?T tOPECO TBD K PL WRAP ® tllECOSSED) AROUND AIROUD 7•BLLB WRAP L1y{� (ft'Qk E YNTJ 2•RW"RomT N FLUMW49IT 4• TRKIL LIGHT 0 PANEL METER O9D. &,am DETECTOR ED. UAL HOUTED mom DETECTOR RATT. WG&J& YLISECYIRS CAl own IO DOOR O?b -caaac� ONALL OE A. DITAWZ orNOT LEIS TOM 4' FIRCH EALL FEDAM LENT LIB IYOUTLET NATURAL AL GAO ► TRILE RIONE JA RATRR /"TER TD rUR E1yATIRO DISCONECT , AIR (Ggprll" SEE ON DISCGNIICT mumsmAm RJN2 IROXRCOU O J-OOX TO ON SUPPORTED N ACCORDANCE RF NOW MARKED AO S" FOR Atl . CEILNR MNILIGNT M OE SE•FORTED N AGCOIRDANCO OF BOX HAMMED AS SUCH FOR Anna 24' NCNOE101147 LISHT (I/RIP ennnnn 70'LNCAIDROCW STWUP nneee nnn AV R4L'ANOCEClNT LIGHT STRIP FLOOD LIO/T KP OFT. ORCRIn' ItOYPAD • PD. mm-OuT'ICN FOR CHUBS we FORT • LOCATION OF TV JACKS 4 FWO E CUTLETS 4 PANS TO ISO VERIFIED • NOMOANER PRE -CONSTRUCTION NEETNG. • ALL IS 4 20 AMP BIRANC44 CNCUITS TO M ARC FAULT PROTECTED PER ELECTBCOL PROV144" OF ECd lTY EDITIOII r2mJm) I NL 21RB 2M EDITIDIL 20 AMP DEDICATED LAUNDRY GROUT. • GR • ISLAND (NOT ON KITCEN CIRtJ1IT) • DINWASNER DISCON4ECT TO RS LOCKOUT N PANEL • OATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF SO OFM NTOR1TEl TT PER ELECTRICAL PRDVRRONS OF SECTION MOM FIRM TIM EeITION r2lIIE) • LAUNDRY ROOM AND DISHWASWER RECEPTACLE SMALL OO GROUND FAULT CM T-NTCRRJPTlR PROTOCTION FOR PERSONNEL ON R TOM • WIRING MTNOD SMALL M NON METALLIC CABLE PER ELECTRICAL FIROVIIINO1B OF FBCR TTN ED t2m2Rt ALL ROW TO Ocr1PLY uTN EuerRleA1 PIRONSIOIb OF TWO FEICR 7TY f'JOQOl • �S'k Q LtlLTRIG MM7 BE ENEMY EFFICIENT TYPE PQ CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN �\ --- V _-_ _--_-------_____ -__ OPT. COACH LIGHT ELECTRICAL PLAN SCALEF 1/4' • I' -ID' METER FIELD VERIFY LOC. 1 i I I 16 I I I I L I 1= I LED LIGHTING @ DOUBLE LAV. BATH M 150 AMP ELECTRICAL RISER NOT 70 ECALL GENERAL NOTES, A ELECTRICAL MATERIAL• AND INSTALLATIONS SHALL COMPLY NTH ELECTRICAL PROVISIONS OF THE FECR YTH OQD'lGLL7�l LOCAL CODES, AND ALL LOCAL POKER CO'PANY REONIRCF "m S, ALL CONDUCTORS SHALL M TYPE TO4t/TIW W.EES NOTED OTIERRWEE. 0"40 VOLT, I :111. PROVIDE 2 s 1 I� 4L• I I I \ LED LIGHTING @ SINGLE LAV. BATH F2 PROVIDO PJAO CU. THEN • PO CU N 2' CON[ 44M AL, THIN •IRO CU N 2' CC OUI7 OR 2/0 (CONDUIT TO TERMINATE ABOVE SOFFIT • O COMBINATION SERVICE DECCN4ECT SWTCH AND M ELECTRIC METER N NEMA M ENCLOSURE TRRPHpE RERVICE E1TRIlCE EfiUIPMWT INTERSYSTEM OOOM TBITNAL AT LOW VOLTAGR C INJEOTIONS I PHASE MLO PANEL CABLE TELX"DM SERVICE ENTRANCE OMPIOtt 1 R CU SERVICE GROUND CONNCCTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR mu EDRION ns2eJ M" CIA X O A LONG COPPER CLAD GROUND R O 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078. FAX: 407-7744078 www.Sbdeslgngroupmm AA #: 0003325 a N W F 0 L aunDm Aa LOT ABBOTT PARK LOT #41 BLK. #7 PROJECT# 04181.000-41071 MODEL: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 2 M NO si3 W DA=l 9/21/21 acALE: 1/4"=1'-0" ar><EET E1 TO PLUMBING PLAN BCALEs V4 • I'•V' 2' VTR VTR KITCHEN / I 81� I!!' NK w/ AUTO VENT I 1/212• `. r ,r 2' / i� �I 1/27i (-41/2' / 1 V2 � 1 V2'� �2•l�1 1/2. u1C �' 1 1/21 �,I U "AV I 3'Z•IR LAV I u® rlI I I WG 3✓ 3 I I CO 1 1/2 Lj- Ti BHWR AU-21 PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes4pWoup.mm AA 5: 0003325 a a O aUBDIV. & LOT ABBOTT PARK LOT #41 BLK. #7 PIWJ=T* 041 1.000-41071 MODEL: 4EBB "1828-CALI" GARAGE SUING: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C 6 �� NO Ir�7?,3�NO 93M mom DATTIM 9/21/21 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC, AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS I AIR DUCT AS PER NFPA 50A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL BE CONSTRICTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED N ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALLS $HALL 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 TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DEIF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- 6UPPLY TRUNK BROKEN LNE• RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PA66-THRU AIR GRILL NOTE ALL 41VAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO GONG. CONDENSER ATTIC W/ (2)-3/I6'X2' TAPCONS UNIT SIMF'SON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM t y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB s8X1 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER____y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • Yl' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE t0 LINES BELOW SLAB T REFRIGERANT LINES 't0 PLATFOR'1 RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL FN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG DRAW PLUG ��-FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K INSIDE SERIES NICKEL OBR SS SOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING SEE SPEC. r.b XS CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TY�PN. )) MECHANICAL PLAN WALE, NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. SE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngro up.wm AA# 0003325 p, o m S o C' av2sDiv ac LAT: ABBOTT PARK LOT #41 BLK. #7 PROJECTp 041 1.000-41071 MODEL• 4EBB "1828—CALL" GARAGE BWDfG: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. Oj 2X4 TOP PLATE MR- rot 6 _ PRIS-FA6 TMJ" 1/2' Ox. BOARD IR' oRYWALL --, TPr SEOJRE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN. FLR, 2X4 WOOD STUDS 024' O.C. SLAB rvv i c: .7 1 UL/.7 rry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ifo' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. TYP. INT. WALL ( NON-BRG. ) D1 SCALE, 3/4'.I'-0' —35/8'OR1 1/2' DRYWALL 3/8' TOP CHANNEL f2S GAJ U2' DRYWALL 3 D/S' OR 5 3/S' METAL STUDS 24' O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 5/8' OR 5 CABINETS AND TUBAHOUER 25 34, BOTTOM GA METAL TO BE INSTALLED CHANNEL l25 IN ALL OTHER WALLS. STUDS GSA J SEED TO BE SPACED 16' OZ. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ V4' WOOD WOOD BASEBOARDS SCREW `FINISH FLOOR 1-STORY TYP. INT. WALL m- METAL STUDS NON-BRG. D1 SCALE, 3/4'•1'-0' Y4 LN I t/tit WAWA PM G" LW v au N'GM aLm 0=0 YN r zB GAS LINE THRU BLOCK \ZV -- w w 4_Nj FM FM a,�Lv. sao. ora�,8no coon Nlfi.my v1 H". TI�fGC DY dRILM r "m TOmoan TRACK oN W PRO A R9VAL AFFINC. 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'=I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24. O.C. MAX. WITH UNDER-AYMENI WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. FIBERGLASS SHINGLES A8 PER POOR 905.1.1. 4 EA. END ROOF BFIEATHING ROOF SHEATHING WITH LINDERLAYMENT 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER FIBERGLASS SHINGLES AS PER FBCR 905.U. THICKNE89 AS PER PER STRUCTURAL DETAILS SHEET D NL WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER AS PER POOR 905.1.E THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRKsF1Ta SHEET SNI. SECURED /8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 2x FASCIA PER SCHEDULE STRENGTH CLG. 2x FASCIA PER MAx PRE-ENG WD. TPIUS6 AX BOARD REFERENCE ELEVATIONS O. ELEVATIONS T STRUCTURAL PER ELEVATION VENTED SOFFIT VENTED SOFFIT PRE-ENG TMJ86 SEE ENERGY CODE FORMS FOR PRE-ENG TRU88 WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER 0. PER ELEVATION FASTENER SCHEDULE SHEET SMI. SECURE PER 2x FASCIA PER n-P 2x FASCIA PER ON SHEET 8NI PER ELEVATION FASTENER SCHEDULE ELEVATIONS 0N. ELEVATIONS 3/8' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE-ENG— GABLE TRUSS HIGH STRENGTH,ON SHEET BNI. CLG. BOARD PRE-ENG. GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WNDOW ATTACHMENT A$ PER STRUCTURAL MANUFACTURES SPECIFICATIONS REFERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OG. 1/2' THICK 2 COAT PORTLAND P.T. FURRINCs 1/J' THICK, 2 COAT PORTLAND 8' CNRJ CEMENT PLASTER APPLIED STRI1/2' THICK 2 COAT �' GYP•WL.•or— BD. CEMENT PLASTER APPLIED V2' GYP. WL. BD. DIRECTLY TO MASONRYCIEMENT WOOD BAD S• CMU DIRECTLY TO MASONRY WOOD B A�A6TE APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR, _ - _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR _ 0'-0' FIN PLR e' cM1J a . a ' ° ROOF SHEATHING THICKNESS IS ° . ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE I-I6 IN a ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 -.,, ACCORDANCE WITH FBGR 2020 4. ITH EDITION, SECTION R301.1.3 4 _ 1TH EDITION, SECTION R30I.19 AND 160S5.1. AND 1609.5.1. WL WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.P-0' UNDERLAYMENT IN ACCORDANCE D� SCALE' 3/4'.d'-o' DH FBCR OF IN ACCORDANCE FBGR WITH FBCR 905.1.1.1 OF THE FBCR WITH 2020 'ITH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abWasign9mup.mm AA N: 0003325 � rr 9 qkq it IN3 4 BUDDIV. 4 LOT ABBOTT PARK LOT #41 BLK. #7 PROJZECT# 041 1.000-41071 340DEL' 4EBB "1828-CALI" OARAOZ DWtN0: RIGHT PAGE: DETAILS 160 MPH EXP. VI DATTM 9/21/21 8CALE: 1/a"=1'-0" DKZZT D1 Im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V 14' X.8' J-DOLT W/ 4' MN EMBEDMENT W 2'X2' XIW WASNER4NUT OR W (2) 14' X 8' ANCHOR BOLTS W/ 4' MN EMBEDMENT W 2' X Y X V8' WA&HIER 4 NUT— Ow��Na=fJ���❑� M I TO ELK W I/4' TAr1CONS I IR• EMBED, 8' OC, 4' END DIST, 1 V2• EDW DIET. 2Xi X 2' X V8' WASHER 4 NUT. (V WITHIN 6. OF TOP, (U WITHIN 6. OF THE BTM, 0 (3)EVENLY SPACED. NOTES: ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURERS INSTALLATION INSTRUCTIONS WERE BUCK 6BTRIJCTION& ARE MORE BTIdNGENT GARAGE DOOR T BUCK ATTACHMENT 4r., n v4•.r4r 6' CMu N'DRYWALL 1t4 P.T. OR &/4'X4' MN SECURE THIRIJ FRAME 4 EXTEND 1-1/4, INTO T. NAILER BLOCK W 3/16' DOOR TAPCCM CASING MN SHAW SIZE M5 MN HEAD S1Z! 900 MIN. EMBEDMENT 1.1/4' WITHIN S' OF EACH CND DOOR JAMS OR WINDOW 4 16' O.C. MAX BPACN5 ATTACH TO 2X PER MANFACTUREB DETAILS. NOTE, SHIM A6 NEEDED TO PLu'B JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3/4" OR +5/4" =DOW TO BLACK +3/4" OR +5/4" 2X4, IIIIII SECURE TO BLOCK W 1/16' TAPCONS (MIN. &HANK SIZE J4& MN HEAD SIZE -%" MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 16' O.C. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3116• TAPCONS (MN 6HANK SIZE .143 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 6, C.0 WTHN 8' OF EACH END 4 E' OC. MAX 61-AC616. V2' DRYWALL 2X6: I2® ❑ I'X4 SECURE TO BLO.T. CK P' NAILER 1102) 3/I6' TAFr." DOOR CASING (MN &HANK SIZE .146 MN HEAD SIZE 3" MN EMBEDMENT I V47 WITHINW OF EACH END 4 I6' O.C. MAX �� DOOR JAMB OR WINDOIW ATTACH TO 2X PER MANPACTUINU DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" p I W-W TO BLACK +1 1/2" 2X4. Ito RECUR- TO BLOCK W 3/16' TAFGONb (MN 814ANC 612E le MN HEAD SIZE 300 MIN. EMWZ41EM 1 1/49 WITHIN 8. OF EACH END t W O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2)SAW TAPCON6 MN SHANK SIZE .W5 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN 8' OF BACK END 8' CM 4 IB' OC. MAX &PACINCs V2' DRYWALL 2X& CEO SECURE TO BLOCK I'X4' WK2) 5/16' TAPCON6 P.T. NAILER MN SHANK SIZE J46 1/16' OBD. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CA&INC+ WITHIN 8' OF BACK END 4 E• OC. MAX SPACIN4 DOOR JAMS OR WINDOW ATTACH TO 2X PER MAMPACTIRES DETAILS. NOTE. 6141M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/15" `MwT1 TO BLOCK +1 35/18" 2X4, IIIIII SECURE To BLOCK W 3/16' TAPCON6 lMN SHANK SIZE .145 MN HEAD INZE J" MN E70lDMENT 1 1/41) WITHIN W OF EACH END 4 IS' DO. MAX SPAC1141. NOTE. STRUCTURAL 2X MUST BE 2X6. ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) SAW TAPCON& 3/16' TAFCCN MN. 1-1/4' (MN 6NANK SIR J45 EMBEDMENT INTO BLOCK MN. MEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 8' OF EACH END 8' CM 4 W D.C. MAX &PACNS. Vi' DRYWALL 2X6. OW SECRE TO CLOCK I'X4' WK2) 3A6' TAFr." P.T. NAILER (MN 6HANK 61ZE J4& DOOR CABBY. MIN. MEAD SIZE .300 MN EMBEDMENT I 1/49 WITHIN 8' OF EACH END t W OC MAX 6PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO MJJ118 JAMB (DO NOT EXCEED I/4') DOOR JAMB TO BLACK +2 1/4" IIINDOII TO BLOCK +2 1/4" 2X4, = SECURE TO BLOCK IW3/16' TAPCON6 (MIN. SHANK K SIZE A45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/41) WITHIN 8. OF EACH END 4 IS' OC. MAX SPACING. 2X6, SECURE TO BLOCK W(713/16' TAF0" (MN. SHANK SIZE J45 MIN HEAD 61ZE 300 MIN. EMBEDMENT 1 1/4') WT14IN 8. OF EACH END e' Cm 4 18' OC. MAX SPACING. 112' DRYWALL 2xa SECURE TO BLOCK 1'XI' WK213A6' TAPCON6 P.T. NAILER MN SHANK 61ZE J45 DOOR CASING MN HEAD SIZE 300 MIN. EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 W OC. MAX SPAGM6. DOOR JAMS OR WINDOW ATTACH TO 7X PER MANUFACTURES DETAILS. NOTE: 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" �J�"'"�w Tn nTnru 4A^ 2X4. Wa SECURE TO BLOCK W 3AV TAPGONB fMIN. &MINK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1,141) WITHIN 6. OF EACH END 4 18' O.C. MAX 61-ACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMCUGN NON-6TRIJCTIRAL UV(2) 3/16, TAPC.ONS 3/16' TAPCON MN 1-1/4' (MN &NARK SIZE .145 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT I V4') &. cmWITHIN 8' OF EACH END 4 16' OC. MAX SPACING. 1/2' DRYWALL 2XIN ® I'X4' &ECWE TO BLOCK P.T. NAILER UV(2) 3/16' TAPCONS MN &HANK SIZE .I* DOOR CASING MIN. HEAD SIZE 3" MN EMBEDMENT I V4') WTHN 8. OF EACH END 4 W = MAX BPACM:i DOOR JAMBR OWIDOW ATTACH TO 2X PER NOTE, SWIM AS NEEDED TO PLUM IS MANE& FACTURDETAILS. JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +3" n�111� w 'm aLnrr �v" 2ND 2X SECURE TO &TRUCTRAL 8' MEMBER LLYC2/Gtl WTHN OF EACH END 4 i' r0 8' OC. MAX 2X4, SECURE TO BLOCK W V4' TAF CCN6 (MN. SHANK SIZE J4& MN HEAD SIZE 300 MN. NMWC4 ENT 1 114') UT14N 6' CV EACH CND 4 W OC. MAX SPACING, 2X6, cm 6eaRe To BLOCK WK2) V4' TAPCON6 (MN SHANK SIZE .H6 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN W OF MACH END 4 W OC. MAX SPACWY 2X8. SECURE TO BLOCK 11IO2) I/4' TAPCON6 MN 6HANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IS'Or— MAX &PACING. 6' cm In' DRYWALL I'X4• P.T. NAILER TA6' OAJL X 4' MN DOOR CASING DOOR JAMB OR WIDOW ATTACH TO 2X PER MANWACTJRES DETAILS. NOTE. 614IM A6 NEEDED TO PL J40 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 1►LN P TO BLOCK +3 7/16" 2X4, 111111 SECURE TO BLOCK W V4' TAPCONS (MN SHANK SIZE J45 MIN. HEAD 612111! 300 MN EMBEDMENT 1 V4•) WITHIN 8' OF EACH END 4 V• OC. MAX SPACING. 2X6. CM SECURE TO BLOCK WIM I/4' TAnCONS MN SHANK SIZE MID MN HEAD SIZE -SW MN EMBEDMENT 1/47 WITHIN 8' OF EACH END 4 IS' OC, MAX 6PACNa 2XS, CM 6111CLR! TO BLOCK WK2)1/4' TAPC4" MN 64ANK SIZE JAS MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN 8' OF RAC4 MD t 18' OC. MAX SPACING. NOTE, STRUCTURAL 2X M16T BE ON OUTSIDE 4 OBC RED THRROIJ.W NON-STRUCTURAL 3AV TAPCON MN 1414' EMBEDMENT INTO BLOCK L�1 &• Cm In' DRYWALL 1'X4' P.T. NAILER 1' P.T. X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO MUMIS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" 111NDa TO BLACK +3 3/4" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003325 BYJ>sDIV, AB L.OTt ABBOTT PARK LOT #41 BLK. #7 P1RC)JECTp 04181.000-41071 MODZU 4EBB "1828-CALI" GARAGE BVn N O: RIGHT PAGE: DETAILS 160 MPH F.V. C N DATE•. 9/21/21 SCALE: 1/4"=1'-O" BIfiEET D2 INSTALL FASTENERS (CLIPS, MOM STRAPS, STAPLES)AD APPROVED BUILDING. WRAP REQUIRED TO SECIJIIE SHALL BE LAPPED A MINMIM OF PIPE/ WRE TO FRAMING " 6' . VERTICAL LAPS (ROLL ENDS) W 6' • HORIZONTAL LAPS, WRB CO UP 9, ALL 6EN'16 NEED TO BE T�-, LAhI VERTICAL LAP TO DE i' STuccO WRM WTN POWIMM SIEATHNWRB LAYER 9, FGRTPIMRSULPM PAPER PREFORMED CONTROL JOINT i i' hIICK S COAT CEI'ENT MTAL LATH FLANGE OF CONTROL JOMS T 6Sc6'SELF-ADWEWNS MEMBRANEBE WRED TIED TO LATN • V WIO LAYER 4. PORTIFOER SELF-APLASWIEi OVER MEMBRANEOG. MAX (VERT.A NOTE, DO BUILDING PAPER FLAGLING OVER APPROVED NOT FASTEN CONTROL JOINT TO r Mu LAr .T WALL EVEN P STUD EXISTS c.f0 o ONTO PIPE 144 LONGWOODFL 3 72750BLVD. BEYOND EXCEPC STAPLES UV APPROVED METAL LATHIli'LEG MAY BE USED TO TEMP. FASTENED .1'(VERTJ Ol. MAX ( X X WxWSELF-ADHERNS MEMBRANE SECURE CONTROL JOINT AT SUPPORTS PLASaING OVER APPROVED FAPH:X: 407-774-40 8 FAX: 407-774.4078 DIRNG INSTALLATION WOUSEWRD LAYER '1, � UIIR.AP. TO EXTEND ONTO PIPE wwwa 1i: 000332E coT FASTENERS TO BE SPACED 6TUCOO WRAP ��\� METAL LATH Is1. O.G. MAX VERTICALLY17 �G WOOD SHEARING Ili' �' THICK 2 COAT CEMENT CCNALL BEAD Or SEALANT I STTUUC.CLOYCLLR/IP I PLASTER INSTALL APPROVED NOIbEURAP AIR ._ 2 :••..• "-a ../;.! • T:c i"t* •METAL LAINR LTRATION BARRIER OVER LAP w a+L. WRS LAYER Q. FORTPIEERWRB SlffdiNNG LAMER 9, FORfPIBER BUILDING PAPER�,—Npff ELASTOMERIC COATING OVER STUCCO/ NG PAPER / — i I UPS, LINTER STUCCO WRAP G.V. FN16N (SEE TYP WALL SECTION) m� I LATH 6HALL NOT DF CONTINUOUS, a' TO V TIM.\ a. TO a' WOOD SNEATH1149 SECTION ER SE b TLIFIC I CONIROL JOINT$ BUT SHALL � BtlRM11.61W R Exterior u f po '" cemere pl d. BE STOPPED AND shall Comply with the application TIED AT EACH SIDE. requirements of ASTM C 92618b, PER ASTM CIO6! PROVIDE LA BLOCKING PLACED FLAT MAX. TO 6' T MN Lwit LAP, installation of and eamiV AS T FROM CONTROL JOINT WsffN CONTROL JOINT FALLS ON —0 I L LAII ALL LAP s comp with M C 1 shall comply with ASTM C 108319a, or ASTM 1787. L FASTENERS FOR LATH TO BE NAILS OR— STRUCTURAL aTID F. Ar"� e. I IR'. r.0• STAPLES N COMPLIANCE UV ASTM CW63 U. WRE TIES TO M (NO. 16) 00416' MRE S. BLOCKNG 6HOWd MAY M N ADDITION \ TO WALL STUDS REQUIRED PER PLAN 6. 41t4' SELP.ADNERNG MEMBRANE FLASH6Ya (COMPATIBLE W/ HOLWE 11I I�� VERTICAL LATH AWRAP MATHOUSE OVER PPROVED NOUBE WRAP >a A � a a0 & PAPER DETAIL PLASNEJ6i TO EXTFND ONTO PIPE \ � UIOiOD STIRSt I' OR LESS PIPE 6'x6' 6ELF-ADFERNG MEMBRANE —� PENETRATION FLAAW MS (COMPATIBLE UV NO" I WRAP MATERIAL) OVER 4'x4' NOM SIEATHNG . > .T .. I SELF— D RI R APPROVED SIDE LAPS OF METAL .` PLASH OVER WOUSE PLASTER BA6E5 SHALL R4SH616 TOTO EXTEIb GNTO PIPE B! SECURED TO BUILONSO"M' TYPE CONTROL JOINT S.SHALL BE P'�RBETWEEN SUPPCRrs WWITH o1 INTER, ALSMAST STUI:COATM CUT AND OVERLAP ONE SIDE OP WIRE AT INTERVALS NOT RR 6ELF•ADHCRMG MEMBRANE MOIRE THAN T (27s-M'1A PLA84NO CUT AND OVERLAP ONE SIDE OF O AS PER A01M CI06). G*Cc 1n STEP 02 6E��� RNi MEMBRANE O , ICLD NIIa1O a PI. A O , POLO NWIO • PT. A fL4l= ®Pala •^6 ® KICKOUT N� ® FOR MP -AR OF TEAM HORIZONTAL LATH PIPE PENETRATION DETAIL (FIRAME) RRR�RR INURB LAYERS. YEARS DETAIL MAY BEPATCNED & PAPER DETAIL 3A .."111 E WRAP TAM PER MANIP. SPEC. OR N.T.S. FOLD PEEL q STICK s O WOO^D� S1HEATHING ,FOLD NIIWe O ,POLO NU#=•M.A OR CMU PT. A L QiAW. • M. 5W.Oe.AWE • Pr. R WRB LAYER 01, S. OM.AW. A PT. c ; STUCCO WRAP (FRAME ONLY) L aaA.. • Pr. c A. POLO PT. c OAR PT. a 1'LL PI. c rouaas OOITO"FLO71{ THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT LEGEND CEMENT PLASTER (GMU) a la METAL LATH (FRAME ONLY) s oFQD o LAP WRa 4 TAPE OVER DRAINA5E PLANE (UWB a". ROF��L���m I t ^ LAYER 01, STUCCO WRAP) IMAL- POW. Da r TWM, COAT CEMENT z s•x5' ILI TYPE CONTINUOUS U:RB LAYER "2 CFORT IFIBER — - — - — - — — — �P.ASMO(awF`O•* F Z GALV. METAL FLASHING Wm LAYER a, PORTPIBER ;� L (NAIL TO ROOF DECK, NOT BUILD INCH PAPER) SULDNG PAPER ePMl ONLY) WALL SHEATHING) 00 LAYER'( CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STUCCO LLIRAPamen Oan INSTALL WITH ROOF CEMENT I ulsDly & MAT: ABBOTT PARK LOT #41 BLK. #7 PROJWTp 04181.000-41071 MODZU 4EBB "1828—CALL" GARAGZ 87ITNO: RIGHT PAGE. WALL ASSEMBLY DETAILS 160 MPH EXP. C LAP LAY.IM OF MIIIa11. IYTAP OYM NALMO PLAOL STOP �� J STUCCO L. z PRAMINGotOM � " ZIP WALL 66" RL a ROOF CEMENT %—ROOF PER ELEVATIONS WOOD OR i/I 51-�EATI-{INCx p 22 2 ONTT4AWIFWIpId \ SELF-ADNE51VE FLA514ING NOTE METAL LATH: LATH TO BE PER SECTION NO I�LT UDER.ATMplI —WATER TYM E.AL COMO ORRE .������ R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. FPluwT IN AP EHNWL. RDDiG a�AWRwSA Ill OF Roa. DwTi�w 9/21 /21 WALLW,,.04=Th" PER SQ. YARD (UTILITY OR NOMINAL DRP.DpLOI.B..r SCALM 1/4"=1'-0" WsATHN, WZ T "A=A LATH DOES NOT MEET SPEC IFICATION5) 8*UC= "L" FLASHING jnT N.T.S. d d A 1 INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE _ FRAME OF THE EXHAUST. $EOUENCE GF FLA641ING TO BE, `X: L BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO BE SET IN BED ..f'- OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT . WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&V CAULKING • JOINT ALL AROUND I I I PER SECTION I Ex*W WINna and Dlaefedna BACKER ROD I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-18b. X 1 X Installation of exterior lathing and framing ;I. shall comply with ASTM C 1063-19a, X or ASTM 1787. UJR6 LAYER M, STUCCO WRAP HOODED VENT d' THICK 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 9, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) rBUILWOOD SHEATHING LAYER �, STUCCO WRAP LAYER 'Y, FORTIFIBER DNYs PAPER GO�NBTUCTION 'Allbb—METAL LATH 6' crTu VINYL CASING BEAD 6' RAISED BAND K' TO Jj' MID -WALL "': WaaP SCIQED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLAS14NO STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT is TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER— OVER 'QUICK FLASH' PIPE THROUGH WALL I1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION WOOD SHEATHING WREs LAYER 01, STUCCO WRAP WRB LAYER '2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ye' MID -WALL WEEP SCREED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING V CMU —� WOOD FRAMED HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING: ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -C'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 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER V, FORTIFIBER BUILDING PAPER METAL LATH Tie' TEXTURED FINISH • WOOD -FASTEN TO WOOD STR CTURA.L MB"bER • T' OG. MAX 116' TO Jp MID -WALL Ilnel- will ff W WIDE STRIP SELF ADHESIVE FLAMING, CLEAN MA80NRT BEFORE APPLYING FINISH • MASOMEf (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' UIRE LAYER al, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X'INTO WRB LAYER h, SELF -ADHERING . STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHINGL MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER '1 STEP 01 STEP *2 APPROVED HOUSEWRAP LAYER U1RB 01,BELOW STUCCO WRAP CUT SUCH THAT— 9 APPLY 60 MIN INGA SEMBRANE NO MEMBRANE GRADE 'D' FELT r-LA MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UJRB LAYER 02, FORTWIBER BUILDING PAPER STEP 1*3 STEP 04 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) — METAL LATH STEM' 05 STEP "re l 9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003328 a L C O i evaDiv ac IAT ABBOTT PARK LOT #41 BLK. #7 PROJECT# 04181.000-41071 MODRU 4EBB "1828—CALI" GARAGE eT 111NO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2� DATM NT 9/21/21 eCAI.E 1/4"=1'-0" S*EMT dV A2 WOOD CONSTRUCTION Ill HAT CHANNEL L'TYPE'X'DRYWALL WOOD SHEATHING WRB LAYER'1, STUCCO WRAP J' THICK, 3 COAT < PLASTER WRB LAYER M, STUCCO WRAP AMIGO AM"-WR=-IW CUSTOM CASING BEAD NO GAP IN FIELD —1 (SNNOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.0 CANT. nOA SCALE: I I/1'"I'-0' EXT. MOOD FRAMED WALL WRB LAYER M, 8UD-FLOOR DECKING STUCCO WRAP WR5 LAYER'2, POWIPIBER PRE -BAST) TR)SS BUILDING PAPER J' THICK, 3 COAT CEMENT WEATHER RESISTNE 06UMER •1 PLASTER LLEATHERETRN7- W SAP. 6 TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED ��C R3 COAT C PIENT 4' POSITIVE DRAIN WEEP SCREED METAL LATH WOOD SHEATHMS— c<1 1y 11 W SELF-ADHEREMG PLASHMG WRAPPED • TOP OF WEEP SCREED TO SWEAT14MG BELOW —WRB LAYER M, STUCCO WRAP — WRB LAYER -S, FORTIFIBER BUILDING PAPER W SELF-ADHEREING FLASHING WRAPPED 4 CORNER OF CANTILEVER NOTE: METAL LATH: LATH TO SE PER SECTION R103.1.1 / ASTM C-541-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT IN..T CHANNEL 5/0' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL WVTEXTURED 4 PAINTED FINISH 1, THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER R J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SWOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCTTON .WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM MHOW N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION I YV GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT i DRY WALL h THICK, 3 COAT CEMENT VINYL CASING BEAD LASTER WATER PROOFING slt- '11GAS�tBEAQ LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL 4 STICK) METAL DRIP EDGE r.._.^, j7�j\/�(\\� BET IN PULL BED OF 6' PEEL ( �1 I \ BEALM<T, JF• nIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TFEX DECK 1I�--1 Yi FOR BACKER yL,J P.T. OR SIMULATED D A .ROD 1 SEALANT WOOD FILLER, OD ( WOOD CONTINUOUS GONTNUOUS VINYL CASING BEAD WATER PROOFING lot' � WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 y, BARRIER M STICK) WRAPPED FROM .� WEATHER RESISTIVE BALCONY DE= TO BASER 7 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE lamc=E= 3' X 3. 26 GA. GALV. METAL DRIP EDGE BET IN FULL BED OF 1 ""A 1j P.T. L7R SIMULATE SEALANT, IS' MIN. R WOODD (Ti FLLER SPACE PROM DRIP CONTINl0U6 FACE TO TREX Yi GAP FOR BACKE VINYL CASWY BEAD ROD 4 SEALANT WATER PROOPMG Ist FIN" LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER j TNICIG 3 COAT CEMENT PLASTER METAL LATH 5/6' TYPE 'X' DRYWALL I WOOD SHEATHING WRDRURED 4 PANTED I WEATHER RESISTIVE PNISFI .� BARRIER M WEATHER RESISTIVE I; THICK, 3 COAT CEMENT BARKER 4 PLASTER VINYL CORSER BEAD 4• POSITIVE DRAIN WEEP SCREED VINYL CA_N6 BEAD NOGAP IN FIELD (SAWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION :OLUMN SHEATHING WEATHER RESISTIVE BARRIER M UE TA VIER RESISTIVE BARRIER •2 W SAF. \ -PEEL 4 STICK ,-IYt'x3• 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT ,I Jj' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FILL BED OF NPEEL 4 $TICK ® FLOOR I )j•XI 91 P.T. OR BFUL WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD—� 5/S' TYPE 'X' DRYWALL WREXTURED 4 PAINTED FINISH j' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 COLUMN `ATHI COLUMN SHEATHNNG LE G E N D 6' SAP. 11(t'x3"L'PLA6HING DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I Jj• X 3. 26 GA. GAL V. PETAL DRIP EDGE WR5 LAYER N2 (FORTIFI5ER - - - - - - - - SET N FULL BED OP SEALANT,VMIML BUILDING PAPER) SPACE FROM DRIP PACE TO TREX dMYL GASIMYa BEAD METAL LATH x—x—x—x WATER PROOPWNC" Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO DALC0NY DECK TO CANTILEVER WOOD OR 1116" ZIP WALL J' THICK 9 GOAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING 1 SELF-ADHESIVE FLASHING VINR GDIB.IER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W,/"L" FLASHING) SCALE: NTS F WOOD SHEATHING WRB LAYER M, STUCCO WRAP 2x FRAMING MEMBER THICK 3 COAT CEMENT WOOD SHEATHINCs PLASTER WR5 LAYER 12, FORTIFIBER ' 2 1/2, COMER DEAD BUILDING PAPER FASTENED TO SHEATHNG I WRB LAYER 01, :�*r�.^. s' .... • T OZ. MAX. METAL LATH STUCCO WRAP C !' WRB LAYER M, THICK, 3 COAT CEMENT . I WRB LAYER 02, FORTIFIBER STUCCO WRAP PLASTER i BUILDINCs PAPER ,� WOOD SHEATHING�x &'SELF -ADHERING - I ' METAL LATH METAL LATH FLASHING a THICK, 3 COAT CEMENT WR5 LAYER MI, FORTIFIBER BUILDING PAPER •.,(EXPLODED VIEW FOR PLASTER CLARITY) 14A CORNER BEAD ® FRAME DRIP GAP i \ WINDOW FLANGE lk 2 1/2" l- CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R1CORNER BEAD � BLOCK WR5' LAYER M, STUCCQ WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER & "SELF -ADHERING FLASHING DRIP CAP \ I I WINDOW FLANGE J1 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r x a a A J, 5 >9V3DIV. at I ABBOTT PARK LOT #41 BLK. #7 PROJMT# 04181.000-41071 moDzu 4EBB "1828-CALI" 0ARA0Z 811Dal. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 lMAW A. A9010WAM I NO M 4 DA' � 9/21/21 8CAUD 1/4"=1'-0" Iskmc= WA3 WOOD SHEATHING —� WRS LAYER h, STUCCO WRAP WRS LAYER 02, FORTIP15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF-ADHERIWs— FLASHING VINYL ANGLED CASING BEAD VIEW FOR CLARITY) WRB LAYER N, — STUCCO WRAP VINYL ANGLED Ya' GAP TYP ;' THICK 3 COAT CEMENT CASING READ PLASTER IX TRIM MEMBER TO TRIM METAL LATH A STUCCO TO SIDING TRANSITION WRB LAYER 02, FORTIFISER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER STUCCO WRAP7,_-..a.ASING 01, LAYER P STUCCO stucco WRAP BUILDING PAPER METAL LATH BEAD THICK, 3 COAT CEMENT F-ADHEREING FLASHING OR PEEL 4 STICK PLASTER SIDING TO STUCCO CASING BEAD 18 '. (CROSS SECTION) WRB LAYER 02, FORTIFIBER C BUILDING PAPER METAL LATH — J' THICK, 3 COAT CEMENT { PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' CASING BEAD (& WINDOW 15 C ( FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER % STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER i ! WRB LAYER 01, J' THICK 3 COAT CEMENT I STUCCO WRAP PLASTER i WRB LAYER 02, FORTIFIBER VINYL ANGLED I BUILDING PAPER CASING BEAD VINYL CASING BEAD III i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 1'7A BAND (FRAME) SCALE: 1 I/2' • I'-0' TRUCTION V— elwYOND WOOD SHEAMINS WEATHER RESISTIVE BAMER -1 �SISTIVE 4 DAIBTMlIC�I! / / / \ 1%r WONS \ WI / /' / W SEL YsAPHERW. FLASNNG L \ 1 WEER RESISTIVE STARTER STRIP / \\ \\ WEER IW615TIVE ( ♦\ DO NOT GdY.0 OR W SELF 1 \ 6•ADNERNG \ GALV'D METAL GALYD METAL 2' K.ASHNS '2' R.ASHNC. �pOD TRIM MEMBER / - - ` 1 W x'W" I'1B al ♦ / OR APPROVED GEALUA AANT SLLr ♦ \ i:i SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE_ METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2.5 LBS. PER _50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD 6WEAT14M WEATHER I96ISTIVE—� BARRIER M WEATHER RESISTIVE —� BARRIER 4 XXPAA M 61DNd,—, PLASWNG STARTER STOP/ P �� HER — WEATHE RAAMER WEATHER BARRIER S' SELF•ADWRIM FLASHN6 WEATHER DAER-1OS RNLAP W MIIM ABOVE TOP 1 71 WEATHER RESISTIVE i'_ \ '"~ DARKER 9 WEATHER RESISTIVE \ / BARRIER R ♦ \I ♦ � GALRV.."O MTAL 71 WING on WEATHER RESISTIVE lfii� 06AMER M TO LAP S' MSL ABOVE TOP OF 'T FLASHIN2 SIDING TO STUCCO `e ® FRAME TO FRAME 19 TRANSITION RESISTIVE KIDLE PVC !OD) RESISTIVE 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 — — — — J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME � • . . „ .... WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) � r `—WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _- __ __ __ - - " ----------------------------------------------------- i - )4" GAP TYP THICK 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E.-Z BEAD VINYL CASING 2X FRAMING (W/fie' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP mmwil� BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdes!gngroup.mm AA N: 0003328 8 DL its o SVSDIV. & IX ABBOTT PARK LOT #41 BLK. #7 PROJECT# 04181.000-41071 MODEIa 4EBB "1828—CALI" GARAGE 8WtNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 22 PRINT 9/21/21 CASING s 1/4"-1'-°" WAS GARS TAKEN N KEEPING THE VENT PROPERLY 4", S"AND 10' SNO'NN IN CGALVMIQED ALIGNED, ALIGNED. VENTPIPE ISSEALED NERRO RNALNMCE VENT USINGDBE NAILS ATEACH CORNERRGCFNEARTHE SHOULDDGE—A TUND f��M7 I HE ENTIRE AS OUTER EDGE AND AROUND THE ENTR CUT OUT .—THENECKVENTOPENNGNTHE CEWITHF IVE—NICARCE CPERIMETER RECOMMENDED IN SEVERE WEATHER COASTAL CONSTRUCTION ZONES. CHART SHOWN.NTHEEVENT VENT FAN IS CHARTHING.SRE THE EVENT IMECHANICALVEINFAN USED, SEE THE VENT OPENING IN AGCONOANCE YYifH VENT FAN MANUFACTURES PIPING CW NEOTICN INSTRUCTIONS DONpT CUT NTOTRUSSES OR RAFTERS VVNEN CUTTINGTHE OPENING IN TIEROOF Prr REM WE INTERFERINGSHNGLE NAILS AROJND THE PERIMETER OF THE OPENING SOTHATTHE NAIUNGFANGE OF THE VENT LAYS FLAT TO THE ROOFSHEATHING SLDE THE T(PAND SIDE FLANGES CF THE VENT UP AND UNDER SHINGLES SHINGLES. BOTTOMVEIN FLANGES TOLAY ON THESHINGEOTTOM THVVTHE ES ROOF HOOD VENT DETAIL OR HOUSNRAP AT 46' ANNALS MODwED -11 aft IN wouse~ LINE OF WNDOW- OPRIONS APPROMSD HOUGEWRAP OVER SICATHNO OVER ED sm WALL STEP 1 NAILNS JAMES . "e N FLEXIBLE PL SILL MIN r MLCW SILL FLEXIBLE PLASNRp Do NOT SEAL Small PH STEP 6 TRIM POLD•I Holum TUIX P Al HEA FOLD N AT PLAlwom nm END DAMS) NALNS SELF-ADNIRM K A04M V MN IlSYOND JAMB PLA&HN4 NSTALL vNVL DRP STEP 7 ASPIULT PUSTp CEMENT MCLOEOAP—DBASEGF PIPE ANOO ER -- A.ION PLASMA, W INT. mOE OF GILL RO- MECHANICALLY FASTEN PANIM WON. (CAP MAL& STAPLES) INSTALL oupow PLE)d~ AG TN PLASHING AT THE PLUMBING VENT DETAILS 6a; I NT6 ADS ADFE6IVE - LX ELE PLA64NO MER DRIP CAP ECT0a16RM' E01AV) WINDOW FLASHING INSTALLATION DETAILS 12 (FULL WRAP) SCALE: NTS STEP 4 STEP 9 MEMeRNC XI PLA"Na ov"aER JOINT W-WE VALLEY FLASHING Sap CR HEAVE`R FELT I UNDE—MENT ASPHALT NG CEME CEMENT ALLEY CENTERLNE OFASTNERS WRHN S' OF CENTERLNE II MRAFASTNERSN END OF SHINGLE XTENDEND9H— VT LEAST 17'BEYCND ALLEYCENTERLNE FROM VALLEY CENTERLINE L IT 16 THE CONTACTORS RE&PON&161LTY TO vERIFY ROOF VALLEY DETAIL THEC&AEAP,e LA TSALL P-ADT1Crs046aLuoao H C411PA, SEA.ANTF 1 aELF-AD=TG SCALE, NTS PL46NM MATERIAL! USED DURNO CON67IIIII N 7. INSTALL ALL MATERIALS PER MANUPACTWER6 WRITTEN 61"ECPICATIONS III&I SEALANTS MAY REACT ADVERSELY IF NOT COMPATWLL NOTE: CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW IMS FOLLOWING COMPLETION OF EXTERIOR RETROPIT WORK REPAIR 8CHEME SHOLN SWALL BE f'll-LEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRUBION BELOW THE WINDOW OPENING NMMOR PERIMETER OF WINDOW WITH SEALANT APPLY 061 HN (O an'Al)SEALANT R FLUID APPLED PLASINO (LAICO WHITE -SEAL RC-SI OR ---Al z SLOPE SILL TO EX L IT 16 TIC CONTACTORS R86PONB6ILTY TO YEN" THE COMPATIBILITY OF ALL PRODUCT& W41ONS SEA.ANT6 A SELP-ADYCRNy M-ASHNS MATERIALS UND DURNO CON671114TIO, 1. PLA614M AT EXTERIOR WINDOW/ AND DOOR OPEWPISS SHALL DE NSTALLED N ACCORDANCE AM MANrACTU NI" INSTALLATION NSTRUDflOIIS AND APPROVED METHOD U OF FM RTO)A U N ACCORDAN= WITH PENE6TRATION M~AGTWCR'S INSTALLATION AND PLASHNO Rtl1RICTK7NS. G71'PW 1 NALANT6 MAY REACT ADV/RNLY • NOT AiaSLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 cc MAE M O aumiv. a6 Loz► ABBOTT PARK LOT #41 BLK. #7 PftodECT# 04181.000-4107 MODZU 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 own nw� 9/21/21 *CALM 1/4"=f-0" a WA5 —2xfo SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE !P I\ -1/8' TEXTURED I \ FINISH ® WOOD I \\ 2x6 Sue RAND 1/2' TEXTURED FINISH ® CMU / \ METAL FASCIA \\ WRAP Ys' FROM \, © FLAN B STUCCO I' FROM WOOD WALL \\ \\\ EXTERIOR WALL \ �e (FRAME OR CMU) \\ \- NOTE: NOTCH FOR 2X6 \ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \� --'-ROOF- DECK (BEYOND) 00 DRIP EDGE, V OFF WALL ,DRIP INTO STUCCO) ®ELEVATIQN ©PL)4N ,4 -1/8' TEXTURED FINISH • WOOD, V!' TEXTURED PINISH • CMU x x x x METAL LATH x x x x x .WOOD SHEATHING x x x x x x OR cm WRB LAYER M, x x x x x x STUCCO WRAP(PRAmE ONLY) x x x x x x x x x x x x •WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (PR,AMG ONLY) x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x METAL KICK OUT x x x x x , i— Il/8' TEXTURED FINISH o / WOOD, 1/2' TEXTURED FINISH s CMU ',�2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 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 6'-S' O.C. MAX. 2x SUS -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x �.. \x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ,tx x xx x x SUB BAND DETAIL ® WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%lx4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHINGs FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)'4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH f END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abditIgngroup.wm AA 8: 0003325 i19-j o BUDDIV. At LOT. ABBOTT PARK LOT #41 BLK. #7 PROJWT# 04181000-41071 MODELA 4EBB "1828-CALI" 0ARA0Z 8wIr0: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 NO F'pRnrrDw 9/21/21 OCAUr. 1/4"=l'-0" BHSST WA6 39'-W 28'-8" '-4" 9'•8" T-2" 15'-10" 9'-8" 36'-Z' 3'-8" O TT OP OF SLAB — —PIAI — — — — FM-1— — — — — i / i 4' CONC. XV SLAB ILL �a 31/7, LF•24X24 m 4: 10 r -EXTEND 1 FM-12X78 SLAB 1 1/Z' 4" PVC iq CHASE 1• / I � Ii' i' /f /' I �0,� � i I TO1-0 F SLAB i/ ' N i' i i i' r i i� I • I '� /j I ' I I i' i� I 1.1 .1 _ _ _ _ TE•1 I • N I I-5 „2,-W '12. • I t7,1„ 5 3'_0" I I I 4 I I �I �I �• ul . N U �i IA I I 1-EXTEND SIM. r I --- SLAB 1112" to 2 14" CONC. �I m FM-12X18 SLAB 1.1 1.1 a. wl � 131/2' v�i al LLI 51/ 3,-„ S1/2'2 SIA 1IA 1 L. I 4 7 1 /7' 1 1A 1 L 1' FM-12X18 1d 1_ J MC-12X18 FM-12X18 FMC-12XIB 4 4 1.1 1.1 T-10" 10'-2" 4'-4" 2'-8" 18'-0" 2'-8" 14'-0" 21'-4" 39'-8" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS, SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE *•0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. EINDICATES #5 BAR, BHDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH 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 W" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bx6 W1.4XW1.4OVER AL GENER 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 B" SEE PLAN 10" - (2)#5's _ * I'll FM-12x12 12, CONTINUOUS 17 - (2)#5's FM-12x18 17' CONTINUOUS 18" (2)#5's FMC-12x18 12" CONTINUOUS 18" - (2)#5's - VARS F-2424 24" 24" 17 (2) #5% (2) #5's FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 w .abdes4ftroupxom AA #: 0003325 fl m m S >lLJaDIV. d# IAT: ABBOTT PARK LOT #41 BLK. #7 PROJECT111 04181.000-41071 moDEL" 4EBB "1828-CALI" GARAGE 8W NG: RIGHT PAOE: FOUNDATION PLAN 160 MPH EXP. C ltDrr 'DA: 9/21/21 SCALE: 1/4"=1'-O" sHZET sl 3"' MIN, EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED S CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d�d _ 8 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .�•.—�— ° i rc�. �� •°�I °. .. Y— GARAGE DOOR m � a . lv. FM RECESS O a 8" CMU WALL o ,� 8" CMU WALL 1 ° .p CORNER BARS, SAME SIZE AS LARGER BAR .v °w B° �' I" 1 IN FOUNDATION WITH 30' LEG EACH % y a-0 /O f *- 0' ' ° ' # e I WAY AT ALL CHANGES IN DIRECTIONS a. TOP OF BLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS - •, r—•, • . MATCH AMOUNT OF CONTINUOUS BARS CURB .... e SEE SLAB SCHEDULE BAR SIZE 48 BAR CIA EXT. PORCH SLAB 4" CHAMFER (15TORY) < #3 18" ��v---"-'.ram . � �� EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGEv . I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT BEE SCHEDULE MASONRY C UNITS SET f �:p AT ELEV: W/ 1/2" ISOLATION ''.. 6" CHAMFER (2-STORY) JOINT W/ 112ISOLATION 4" CHAMFER (I -STORY) 6" CHAMFER - (WHERE • • #4 24"•� APPLICABLE) i SEE SCHEDULE #5 3a' JOINT"( WHERE. • i d, (2-STORY) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING N FOR WxD, BAR SIMQUANTITY #6 36'42' APPLICABLE) rJ FOR WAR, MR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTRY AND BAR QUANBN NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #� az' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE a4'=1'-a' 2 BCALE:34'=1'-a' GARAGE CORNER BARS DETAIL DOOR OPENING 4 3 SCALE: 3/4"=1'-0' SCALE. 3/4"=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. POURED CELLEli LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMON c NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT gHIM #4 REBAR �24" O.C. ® CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING �w I WALL W/ SYP x 2" CAPPED NEW REINF. BAR �a No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE SECUREDW/2-PART °� SPACING. SINGLE BTM. PLATE 112"x0" WEDGE ANCHOR W/7' W/FLANGE 0 BASE I EPDXY. MIN. EMBED TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH c 6", UNO PLATE EPDXY 5-1/2" EMBED. MIN. @ 15' OC b FOLLOW ALL MANF. i SPH40R SPH6 MAX. • R SPECIFICATIONS FORSIMPSON I USE AND BTM AND TOP PLATE ANCHORS W/ 10d 1 is I 4" CONC., REINF. W/ n "x8" SECURE FLANGE PREPARATION OF x 10 y #10 WWM ON SLAB W/(4) 1/4" X 2 1l4" 11 � QL 4" 4" HOLE. COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE TAPCONS HOLES, DO NOT USE 10dVAPOR BARRIER Oldx 3" E SEE SLAB SCHEDULE s • I.1 1- WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE P "P� +_ -a TOP OF SLAB • a S' BORA-CARE -� 4" CHAMFER (1STORY) (2) CONT. #4 REBAR ,qqm 6" CHAMFER (2-STORY) , If h 4 (2) #5 REBAR GJ CHAIRS I:d�• . - .• . v'• 2000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE 12" MIN. DEPTH INTO , COMPACTED SOIL FOR BAR SIZE VIRGIN OR ENGINEERED SOIL $ D 5 BOLLARD ADDING BAR TO AND BAR BAR QUANTITY HEIGHT LESS THAN 3'-8" PER PLAN SCALE: 3/4"=1'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP 6 � BDALE:3/4"=1'-a• (W/ UPLIFT) SCALE:3/4"=1'-0' FOOTING W/ BLOCK WALL 1 A SCALE: 3/4"=1'-a' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 1Ed COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C 8TM, VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FORSIZE AND LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP70 OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2.4 OR 2.6 WOOD BEARINGIPROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SVP Na 2 STUDS SE PLANS FOR SPACING. SINGLE WALL W/ SVP No 2 STUDS SEE PLANS FOR SPACING. SINGLE s dd E BTM. PLATE TO BE PT. BTM. PLATE 7O BE PT. SECURE ST. PLATE TO PROVIDE DEL. TOP PLATESECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL SLAB W/10d MASONRY 12" O/C STAGGERED. 4 2 NAIL 12" O/C STAGGERED, ADDITIONAL METAL 0. ADDITIONAL METAL CONNECTORS NOT 8" CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. _ POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. ( ) 6" CMU FILLED CELL TYP.SEE . _ TOP OF SLAB •. SLAB SCHEDULE SEE BLAB SCHEDULE • 2X WALL FRAMING SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5' +-0'-0" +-0'-0" • '. MINIMUM EMBEDMENT INTO TOP OF SLAB 70P OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND P . ••_a. 6o CENTERED UNDER WALLAND 16" O.C. VERTICALLY MAX �• .. °. • =�� POURED MONOLITHICALLY WITH • .'a —a ^ .� ' -' --- FOUNDATION AND SLAB SEE SCHEDULE 4a S • SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY /� `' C AND BAR QUANTITY JC EQ. EQ, SEE SCHEDULE FOR WxD, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL 9 10 scALE:�4"=,-0 SCALE:MV=1'-a' (NO UPLIFT) SCALE:3/4"=1'-a' .00 Dvi�TLE:3/4"=,'-0" (NO UPLIFT) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.a bdeslgngroup.com AA #: 0003325 U O a aUDD:v & LOT: ABBOTT PARK LOT #41 BLK. #7 PROJWT# 0418 .000-41071 MODEL 4EBB "1828-CALI" GARAGm aTWaNEG: RIGHT PALM: DETAILS 160 MPH EXP. C Dw� 9/zl/21 SCALE: 1/4"=1'—O" 82110" S1.1A 25'-10" MA O" 14'-0" 101-91 T-Ell El b Y 8'-2" iy fi- 4 io Y 'P �n N tV M a Y Cn � a a fV Y Y a "a z N V N 4 N W � C a VE 2 -4" 10'$" i1911" DOWEL PLAN SCALE: IX' = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 tt t a GQI �S C H QS i fi SUNDIV. ac LOT ABBOTT PARK LOT #41 BLK. #7 PROJECT# 04 8 . —4107 MODZI. 4EBB "1828—CALI" OARAOZ SWWO: RIGHT PAOE: DOWEL PLAN L60 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/101'HOOK GROUTED BOND BEAM .L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION . 'A '• I TIEVERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK —d— — BAR SIZE 148 BAR DIA. #3 18 U #4 24" #5 #6 30' 36" HORIZONTAUVERTICAL #7 42' REINFORCING 0 EXT. PORCH SLAB W/ 12" ISOLATION JOINT(MERE APPLICABLE) 6" PVC CHASE — THRU FOOTING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d a�U SPACING REQUIREMENTS 0. a �� 6" CMU WALL SEE SLAB SCHEDULE SCHEDULE 4" CHAMFER (1-STORY) kMATCHSTEEL 6" CHAMFER (2STORY) i REINFORCEMENT PER SCHEDULE SEE FOR u xD' MR SIZE BAR AND BAR OUANmY 1 V Y VY JLAb 4 IVY VF JLAtl ' 4 , d BAR SIZE 48 BAR DIA 4 #3 18" M • 4 #4 24" #5 30' #6 36' U. PVC CHASE T.R. FOOTING #7 47' MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE G)IHRU FOOTING #5 BARS 8" ail r-m ---"'iiiccc El e X �JY CMU UNIT DIMENSIONS b ARE NOMINAL SIZES O 3 MASONRY SYMBOLS SCALE: 3/4"=7'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774 8078 FAX: 407-774-4078 www.a bd eslgngro up.com AA #: 0003325 h id a yq�y O i a EVaDIV a LOT: ABBOTT PARK LOT #41 BLK. #7 041 .000-41071 MODEL 4EBB "1828—CALi" GA tAIGE ONINO: RIGHT PAGE: DETAILS %160 MPH EXP. C SE 2 2a ROLMD A AR NO 93M PJNT DATE: 9/21/21 SCALE: 1/4"=1'-0" sHEET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIB W/(9)10d xI 1/T' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/7' 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. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. 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 FNAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. 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 P8S38, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / 8.0. L. = BOTTOM OF UNTEL / T.O A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x8 (1 #5 N/A GROUTED SOLID SEE SHEET S2.2A & S2.2B FOR SAFE LOAD TABLES -------------------j L------------ --I ----- --- = ----- + 8F18 MIN: 1T)0IWlB 17'-4" BTM. OF LINTEL 9 T-O" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = 1'-O" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q tz . O a avDDZV. ac "Cl' ABBOTT PARK LOT 441 BLK. #7 PROJECT# 04 81.000-4107 MODZI .• 4EBB "1828-CALI" GARAGE BWWO: RIGHT PADS: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C 22 ROUM A,ASIDUCHMM L AR NO 93723 A DATE: 9/21/21 *GALS: 1/4"=1'-0" sHSST s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK - CORNER REINFORCING OF BOND BEAM SCALE: 314"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP. 8k8' b � I1l5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 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#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'Me' b 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. a, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. F = FILLED W/GROUT Ll U =UNFILLED NOMINAL WIDTH # OF #5'S, IN 2ND BOND OF COURSE �16-1 T/1 ICl/ PO NOMINAL S HEIGHT # OF #5'S, TOP B IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1TlIMQB INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM AND XFXX - 1TAMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- ITA MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - IT,OM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE CAST :v31A4" WINDOW ° N SILL i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 VF'=1'-0" 8xlS DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM OP OF W/ (1) #5 BAR ...�; BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = MOTH OF OPENING _2. BEAM DESIGNATION OR 8.8 PRE -CAST CONCRETE SCALE: LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS Tn PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1X') 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2. SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT 088 SHEATHING WALL ARCHWAY FRAMING DETAILS 5 I SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE. 3/4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup com AA #: 0003325 O a a a BUNDIV. da LOT: ABBOTT PARK LOT #41 BLK. #7 Plto"=T# 0418 .000-41071 MODZIU 4EBB "1828-CALI" OARAd3 OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 2 DA�PL'c 9/21/21 SCAuc: 1/4"=1'-0" SHEZT s2.1A "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 SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 sm-o6 1e-1 1r 1T/OB 1TI09 1T/0B TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH WIT SM13-IT 6720-IT VA4-IT 8r16 -IT re2 e-1r 81e-18 6.1TN rn1 1Tl1 1TI18 MIT1111 W2T e/16.2T Br2o-2T e124-2T VAV &W-ZT 8 3'' PRECAST 1438 952 3114 4217 5321 6426 7531 3'8' PRECAST 889 1024 3 8' PRECAST 1560 3624 4304 62e3 8132 7001 24e5 ells 8995 770e 9091 10000 1569 3624 4994 5283 8132 7001 4'-0" PRECAST 1065 700 2305 3125 3915 4795 5567 4'-0" PRECAST 514 763 V4)" PRECAST 1383 3D60 3815 4670 6325 e079 1961 0113 7192 am M7 $761 1383 3Dse 3815 4670 5325 se79 4%0- PRECAST 819 533 1770 2400 3033 3906 43DD V4r PRECAST 398 591 V4r PRECAST 12D7 2582 3375 4043 4711 6379 1025 5743 7547 8752 6541 7565 1207 2707 3375 4043 4711 6379 5-/' PRECAST 931 1247 1999 25M 3123 3686 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1018 INS 2374 2944 3513 4064 1319 4400 7196 7342 6790 mo 1018 2278 28M 3399 3061 4064 5-10' PRECAST 817 1024 1631 209D 250 3009 3470 5'-10" PRECAST 340 339 5'-10, PRECAST 909 1499 1971 2443 2915 3387 llet 3093 5877 8036 6548 6776 929 2080 253 3107 382D 4133 8'4' PRECAST 692 1139 3227 3031 3707 4383 S061 8'-W PRECAST 410 721 8'4r PRECAST 83e 1201 15" 1955 2332 2709 1139 3227 4588 7054 10000 6825 835 18se 2329 2790 3251 3712 T-8, PRECAST 670 938 2498 22D5 2898 3191 3665 7"-8' PRECAST 303 534 T-8" PRECAST 718 900 1181 1482 1743 2D25 93e 2498 3409 4864 7067 6472 727 1824 2025 2428 2847 3228 9'-C PRECAST 428 03 lse3 22D4 2481 2616 2021 W-C PRECAST 192 384 9'-V PRECAST 454 506 767 948 1120 1310 an 1674 2208 3081 40se 4899 572 isle 1643 lose 2164 2519 101-W PRECAST 388 487 1247 7767 1904 2163 202E 10'-8" PRECAST 151 301 10'-0" PRECAST 3" 4se 612 755 ese 1042 560 1407 1se7 2781 3222 3784 6W 1'a u72 1783 1710 lose 11'�{" PRECAST 330 544 1312 1742 2262 2886 3530 11'-4, PRECAST 132 417 11'-4" PRECAST 43 4400 530 663 m 872 644 1312 1742 2262 26M 360 486 1042 1372 1043 1470 17lo 12'-0, PRECAST 308 507 1210 IBM 204a 2596 3191 12.0" PRECAST 111 370 12 0" PRECAST 383 3se 476 667 see 783 507 1210 1598 2048 2586 9171 440 940 1900 1680 1914 1478 13'-4" PRECAST 270 433 1045 1306 1732 2157 2635 13'-4" PRECAST 82 298 13W PRECAST 308 303 363 464 575 me 414 1045 1366 1732 2316 28M 396 780 1057 1312 1071 1203 14%V PRECAST 254 386 976 1272 low 19se 2279 14%W PRECAST 71 203 W-(r PRECAST 279 278 300 443 me 600 390 978 1272 100E 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14W PRESTRESSED 239 422 BOB 828 746 885 458 1079 1429 1824 22n 2712 24e sea 900 1237 1474 1715 15'-4" PRESTRESSED N. R. NR NR NR NR NR 15'-4, PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 9B7 484 $74 984 799 412 4170 1014 1840 1709 2118 2513 230 616 9se 1134 1363 1572 1Tr{' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T-4, PRESTRESSED N.R. 189 1T-4, PRESTRESSED 187 326 365 451 587 600 ese 1121 1413 1739 2D47 192 506 720 501 1136 1312 1�'�" PRESTRESSED N.R.235 NR NR NR NR NR NR 19 4" PRESTRESSED N.R. 148 19'�i' PRESTRESSED 162 2se 348 430 513 505 730 969 12DO 1467 1718 Ise 420 023 $03 050 1096 21' 4, PRESTRESSED N.R.ISO50 NR NR NR NR NR NR 21' 4" PRESTRESSED N.R. 125 21' 4' PRESTRESSED 142 219 306 301 464 627 833 103E 1168 1468 142 373 W7 000 ale 943 22'-0' PRESTRESSED N.R.22' NR NR NR NR NR NR 0, PRESTRESSED N.R. 118 22 '-0" PRESTRESSED 137 226 290 369 426 497 165 550 784 992 1203 1381 137 358 513 on 779 goo 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 244r PRESTRESSED FN.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 120 450 1 854 824 1 1Du 1 1147 1 124 319 455 Sol 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE 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 9 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdeslgngmup.eom AA #: 0003325 8 k SUISDIV. & LO .. ABBOTT PARK LOT #41 BLK. #7 PROJECT* 04181.000-41071 MODEL: 4EBB "1828-CALI" GARAGE 8 WD(G: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ROLOO A ABOUGHACRA L AR NO 93723 j DRUIT w9/21/21 BCAL.E: 1/4"=1'-0" 8HEET S2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 Ire HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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 REVIEWAND APPROVAL. 10. 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 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. 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, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I'll CJ1 CJ3 CJ5 `` am 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WI (2) 16d COMMON NAILS B SECURE TO SM. W/ SIMPSON LTA2 USED TO u� BRACE TOP OF WALL. U U U —u — Ir--n--,r-- EJ7 II n II I 'xxs= I iC „ I II tl n n n n ATTACH 4'-0' LONG 2x�I SCAB 'To TRUSS W/10d NAILS (MB"D.C. a (4" FROM EA. END) II 1 u a a a n = I x xe=xxxc6xxsxxxx=x—=sxa=�==_ I I II1i1 I y�A I I e 1 I Q I I - I I A14G �0 AS AB I x xxxxox I I PRE-FABRICAT® _ _ TFtl188E8GWO MAX I I _ — A4 A2 I • I I I I I I I I I I =�= axsx�xs�x>=x =—= =�= �xx�x =—x�l®=—x cx=coxz=e xxx== oxx �xxo I Ifi I I I I I I I dr,�.s�vs�a�v �iivs/ I 7�7 v�ws� I I aa/Y�v a�Y� .�. s2Yx5' �.® f ATTIC I . v—v �- CCEESE I I I I vim. v .e v®x I I :� vsBB w: � of A11 x xxe _ x wY`F.} x 1A - — — — G^ I 3.1 to x xxxc - 3.1 x x x— x x x I I A13 xxxc A15 _ A18\ ClGE B1GE FRAMING PLAN SCALE: 1/4" = 1'-0" S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-007B www.abdeslgngmup.mm L AA 8: 0003325 J 1 [!L4 �x ILA fi t S O 4 >lulwiV. d0 LOT: ABBOTT PARK LOT #41 BLK- #7 PltOJMCT* 04181. 00-41071 MODEL: 4EBB "1828-CALI" GARAGE 8VItxO: RIGHT PAGE: FRAM PLAN G 160 MPH EXP. C 22 ROWV A. ABOUMAFRA AR NO 93M , PDA E 9/21/21 8CALM 1/4"=1'-0" ISHEET S3 ENGINEERED WOOD TRUSSES OOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP F/WALL/FLOOR DRAWINGS FOR REVIEW THING AND APPROVAL NER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # UPLIFT ON (9)10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA10 M 113d T HTSM20 WnO tOd TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", TRUSS AND (4) 1/4" x 2 1/4' SHEATHING (12)16d x 1 ?'NAILS TOTRUSS (9) 10d x 1 }' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DEL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDES' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C.( 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2' x 4", (16) 10d x 3 }' NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10tl NAILS, 2 ROM, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS, iE OPPOSITE FACES OF WITH (12) i6d z 3 z' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR 1LOCK WALL /10 10d TO TRUSS ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS SIMPSON LGT3-SD62.5 GIRDER TIEDOWN AND (4) /4" x 22 1144" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. (4) a' x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ (3)16d �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD SIMPSON FGTR GIRDER TIEDOWN WITH lx2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA x 5" TITEN HD TO CMU NO (18) SDS J' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL GIRDER 12. 0/C FOR REVIEW 2x SECUREDON(3) 78d SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. x 5"TITEN HD TO CMU ND (iB) SDS }" x 3" lx2 SECURED W/ 10d MASONRY BONDEWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEN ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LES (2 PLY MIN.) 2" COVER & 2' APART C ALLOWABLE UPLIFT = LE2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR M I C7 I u I V TYPICAL ROOF SCALE: 3/4'=T_6„ GIRDER CONNECTOR(S) 2a 2b 2c SCALE: 3/4"=1'-0' SDALE 34.="" GIRDER CONNECTOR(S) 314" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN LSTA12 20 GAUGE BRACE W/ (3) 12d 0 EA TRUSSES WHERE W/ 10dx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT EACH END, TOTAL OF 10 COVER 5 TRUSSES) 4'.0" O.C. (AT SHEATHING 0'-0" TO 30'-U" (1)'X" BRACE SEAMS) 71 FLOOR 30'-l" TO 60'-0 (3) W BRACE SECURE 2x PT. PLATE GIRDER (w/ixa) (1) "X" BRACE 0 CENTER TO BLK W/ DIA. 0. m OR m'-m MAx (WIDW) (21 "X" BRACE DIVIDED EQUALLY ANCHOR BOLT VJ/T OL FROM CENTER TO END. WASHER SET IN HIGH E ELEVATION 2x WOOD FASCIA, STRENGTH EPDXYW 1z4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32' OC PRE-ENG FLOOR TRUSS BTM. CHORD MAX PRE-ENG GABLE TRUSS SECURE BLE GYPSUM BOARD OR 12" HIGH BRACING, SEE P.T. PLATE W/ 12Cs 8' E W1l2d'.8" STRENGTH CLG. BOARD 3 u PLAN FOR LOCATION MAY NOT BE STIFFBACK (AS PER O. C. MAX SECURE TRUSS TO TOP PLATE w/ (2) S +4W a REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 108s ®EACH TRUSS TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18) i8tl x 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO ITDIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM REQ. BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL PROVIDE BLOCKING ° 12" O/C STAGGERED. ADDITIONAL METAL 12"GYP. WL. BD. Jq• • lx4 BTM. CHORD BRACING B'-0"O/C END WALL OR OTHER CONNECTORS NOT • '..° '• '• MAX., OR 2x4 BTM, CHORD BRACING END TYPE CONDITION, IF REQUIRED WHEN NO UPLIFT IS PRESENT. ! • ° 10'-0" O/C MAXSECURED W/(2) 10d COMMON NAILS AT EACH CHORD DEPICTED SEE PLAN INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END d• 6 7 GIRDERNVOOD POST CONNECTIONS SCALE: 3la"=,'-0' SCALE' 3/4"=l'-0" PRE-ENGI D TRUSS FLOOR TRUSS CONNECTION Q L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 SCALE: (NO UPLIFT) NOTCH DEPTH I/4'D °%E-5/8" USED SO LONG AS THEY CONFORMTO THE METER FOLLOWING L. STUD OUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN O A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEWSTRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 ND F2) LOAD CAPACITIES HOLE EDGE>5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR ND ;PLATEq ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND ND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO ASIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFTF7, ND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TOWIND ARE SUBJECT TO F1 ND F2 FORCES. HOLE DIAMETER < WS'D D.L. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS � SCALE: 1 1/2'=1'-U' scALE:34'=r-a' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 w Abdeslgngroupmm AA #: 0003325 Nil ul o R o _LL j sUNDiV. A6 w ABBOTT PARK LOT #41 BLK. #7 P1W"=T# 04181.000-41071 MODEU 4EBB "1828—CALI" GARAGE 8MING: RIGHT PAGE: DETAILS 160 MPH EXP. DA 9/21/21 8CA M: 1/4"=1'-0" sits= S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d Q EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (i) "X' BRACE 30'-i" TO 60'-0 (3) W BRACE (1)"X"BRACE @CENTER PRE-ENG GABLE TRUSS -� (2)"X" BRACE DIVIDED EOUALLY STIFFSACKATALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING A FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER ZENGINEEREDWOOD SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12d's (� MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:3a"=r-a' VTCR SPACING (1)AT EA( AND 6'-0" O. PRE-ENGINEERED G VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2.6 PT. PLATE TO ELK W/ 1/2" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED.AT EToMAX G SECURE GABLE 02x8 P.T. PLATE W/ 12d's WO .C. MAX PRE-ENG'D WOOD TRUSS (TYP) C 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG r.�ABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w Abdesigngroup.00m AA #: 0003325 cl a room ae LOTIN ABBOTT PARK LOT #41 BLK. #7 PPtOJWT# 04181.000-41071 MODZIL.: 4EBB "1828-CAL ' GA1tAGZ ewixa: RIGHT PAOM: DETAILS 160 MPH EXP. C O E-END f--" =-f VIP RODP ,* 1F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONES = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3, = 83.80 PSF (93.80) ZONE 2, = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WINO SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL P + RESSURECOEFFICIENT. /-0.1E ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132' STRUCTURAL SHEATHING EXP 1 40120 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. ), G E 19/32" STRUCTURAL SHEATHING EXP i (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C, EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. HANK AS STM TM 1Od RING SHANK, 212" 0,131 F1867 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 316' 0,113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS I I RSRS-01 EXTERIOR SHEATHING USE 1 /2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SWANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8tl RING SHANK GUN NAILS 4" AT O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD N07E: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ed RING SHANK GUN NAL594"OC. TCP a BOTTOM EIX£S ' N ' z z9LU zM i z a z O TYP. EXT, SHEATHING7 AC 2m ma B RAFTER OR TRUSS ROOF SHEATHING z p O m U BUILDING LENGTH L n ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING MM GABLES -DROP GABLE END B (1)ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W! BLOCKING 16O.C. IF NO DROPPED GABLE END, ATTACH 2,,4 #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 1Dd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING #8 2" DECK SCREWS @ 6'A" O.C. MAX Q EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYONOTHICKNESS OF SUB -FLOOR SHEATHING / FYP. 3/4" T8G 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 DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOTSHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 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 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICALAND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OVVNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNQATIONAND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3TC33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOS® EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., 8HALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL VABSONGRWND WHERE INDICATED ON ELASTICITY = 1.4DO, 000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 61NCHES AND SE4ID NTH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NONSTRUCTURAL USES TREATMENT: SHALL BE RATED TO RETENTION LEVELS OF 0.25 IUM A PRESERVATIVECIF OF A BORATE FORM -WORK: HAT SHALL BE TREATDFOR ANY CORROBORATE TETRAHEDRAL ( DOT). WOOD FORRUCTURALL ET FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SWILL 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 WTH 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, 7M EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NONSTRUCTURAL 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 BUTARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WELDED W RE MESH, SHALL BE ASTM Al D64/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE W TH THE WOOD TRUSSES: AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WERE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0'OC ' EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE W'N WITH THEATIOWAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE SO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOP LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 psf TOP CHORD -non-c Tent WOOD TRUSSES. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BTM CHORD-nonooncurrent DEAD LOAD DEAD LOAD 16 pK TOP CHORD 20 psf TOP CHORD. (7 psf W ASPHALT SHINGLES) (10 psf vA No GYPRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT'. 10psf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS. UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED. STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS'. 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN METSHALL BE MADE BY THE GEO-TECH ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MIN MUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA13-0N-GRADE 3,000 PSI REGULAR VVEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TSIRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PMORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT B(CEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94O94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WFfN CONCRETE IS BATCFED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DIEPOSITED IN ITS FINAL POSITION SHALL 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 REQUIRED CONCRETE COVERAGE OVER REAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANB0IY DOOSE) TO EARTH (FOUNDATIONS) B. FOR CONCRETE EXPOSED TO EARTH AND MWEATHER MITFOR #5 AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS #5 BAR - 30" #7 BAR - 42" PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TVA -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE V. = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR INWALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL RAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED VU A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., UA 0 STRUCTURALSTEEL- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WI STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53YA53M, GRADE B, TYPE E OR S, FY = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES $WALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF-THEAUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOUVER ROOFS IN ACCORDANCE WTHANSI/ASCE 7 88: IWO. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF S FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVI DE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A-1-TION SIZE ttPE—NO REMARKS APPLIUTION SIZE TYPE —ING REMARKS 1Ye PTFURRING TO MASONRY/GONG —HARDENED.- BOA; ASE DOOR BU]t OAASONR,ICONC. DIA WASHER APCON M49JK2Y FASTENER 9"OO ' EMBED., 4-E)ODIET. 1N11I-EWE DUST. SDOp IXT.DWRS CASENARGEN.D 9"IOC WINDOV4WOR/FASTENED GARAGEDOOR &Mat 3 DAOR 18"OM (ys'DW 4"EMBED.. <"FNDgST., z T, SEENOTE. NNLI - LONG. STAGGWED INTO MASONRYIOONC. O MASONtYI NNC TMETAL8T qA wI WgENEA E%PANBIONBDL T ]a-O (1R'DW 3'EWEDISf. WINDOWBU(dt —EHARDEN-011- S"OM WINDOV4000R/FASTENEO 70 CONTACT THIS ENGINEER FOR SPACING PT, SEENOTEII NAL 11/7 LONG. STAGGERED I—YIOONC. MASDNRY/CCNC. REQUIREMENTS EXT. SMNG DOOR (3)—.- 1APOM 1B" 11Y["EMBED.O'@A. C BUCK PT,—NOTEII NO VMWER FAST— _T., I VVEDGEDIBT. 3 2 SWINDOWBUC% 0138'PAFz319" — 4"END DIST,11? P TEEL OIL.. SEE W/-wm STAWEREG EDGEgST. NOTEe NOT1111111 1. STPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 1 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 12 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWkgrouP-com AA #: 0003325 J u'i a � ypSS� jRQs� 6 C DATUM". 9/21/21 OCALM: 1/4"=1"-0" Bill= 1 SN1 ft FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH_\ OINSTALLED FASCIA @ 16" O.C. MAX THRU SS THRU SOFFIT AND J-CHANNEL AT NAIL O STAPLES INSTALLED SOFFIT O HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL QOS OOD) IN J-CHANNEL OT p' MAX. nl=TAII A I-AbUA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) k MAX. nPTA I I n J-L:I'1ANNtL FASCIA 2X2 WOOD BATTEN 10 TAPLESINSTALLED 7Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. OFFIT Q J-CHANNEL 30 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 3) J-CHANNEL e MAX. DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN L"j- CHANNELODETAIL B i" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O SOFFIT NSTALLATION SCREW, Q J-CHANNEL--' BATTEN ATTCHMENT ® I'llFASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED@ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL — O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHM ENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY, BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION ••�ffir. r•ii'-i• .r�itiiii: SPAN'U PAN' _ =ii• 13.519 EAVE WIDTH EAVE WIDTH•,r••ii•ii rr 375 375 (ROOF (ROOF ffs:::. W. .49 3.625 3.625 .6 OVERHANG) OVERHANG) 5 08 .03 CONCRETE; CMU OR WOOD --12 (NOTE:!) CONCRETE;dA if OFFj CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D'J SEE DETAIL'E' (NOTE:!) DETAILA EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPANW/J-CHANNEL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 w .abdwoWoup.wm AA #: 0003325 0 gg gg IA tIODM dBBOTT PARK LOT #41 BLK. #7 llOJECT# 4181. 00-41 71 MODEL 4EBB "1828-CALI" GAliAGE 8WING: RIGHT PAGE: SOFFIT DETAILS %160 MPH E C DATE: 9/21/2i >sCA=: 1/4"=V-0" SHEET SDZ