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HomeMy WebLinkAbout7649 Sail Clover Ln99 2828-E401-ENSLEY 99 �Ao:iONR H 0 M E S PREv���IN� K SH �4� pOM `NG G� u Ixu_ GppE� FLpR10C R`C Cp`� >,u-5 Wi1ONA�E�E CIF ZEP��I E G11� NPNGES � �r REVIEW DATE S CITY OF ZEPHY H PLAN EXAMINER 12602 TELECOM C)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 -yIomMA Bt» om& I, ABV. ABOVE IAV. LAVATORY DATE DESCRIMION IDLI 1 o -ALL lam ALA "Jim Calves A/C AAD] AIR CONDITIONRJG ALIT. ALTERNATE MC M C LUMINOUS MANUF CTURER a BID SET ISSUED ARCHITECTURAL SHEET DESCRIPTION I 202o FBC UPDATE DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 -OCCUPANCY - RESIDDI'TIAL GROUP R3 -CONSTRUCTION TYPE - VB -MIN. DITERIDR FQDSH - Class R 'BASIC 1DND SPED - VULt=180 MPH Vasd=124 MPH :EXPOSURE -E�OMSUmREMT -_ C RESIDENT -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES AMP. BD CL CAB CLR. CLR. CCNC CPT. C.T. D DBL D.G. DIA. AMPERAGE BOARD CENTERLINE ING CABINET CEIL CLEAR CONCREE CARPET CERAMIC TILE DRYFR DOUBLE DUAL GLAZED DIAMETER MIN. M T MT D MTL NTS O C PL PA. PH PLT PLYWD PR. P T. MINIMUM METAL THRESHOLD MOUNTED METAL. NOT ME S O TC NON OT TO ER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al-FIRSTFLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT do RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN mAma ADDED SOFFIT DETAILS VY*12I CRATED b•D OPT. 0��, ADDED STONE VENEER OPTION � , R£vISED bO FT.CALC'b pm/1� ADDED OPEN WEB TRUSSES WSW FRAFIE WALK REVISIONS DIM. DISP. DP, DR. DS DTL. D DI MENSON DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHACH ASHER R. RAD. RA.G. REF. RNL R.O. SC RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING s� o FEX7DCTOR PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS -STATE OF FLORIDA PROFESSIONAL ARCHITECT: ,*'7,1, /��r /�,T�1 11 11 A18{AI ►7 STFLRLIVWj ImIO 8o Ft- :: ROLAND A. ABOUCHACRA AR No. 93723 210 FLR LK40 I962 FT. TOTALLWNG 2312 5aFT GAIeAraE 421 Ga FT. ELEV. EXFI EX ELEVATION EQUAL EXHAUST EXTERIOR S.H. SHT SHTHG SHWR. SINGLE HUNG EET SHEATHING SHOWER PG D4-PRODUCT APPROVAL LISTING PG VIAL -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS ENTRY 28 bfi FT FG: FX F.G. FIXEDGLASS FUEL GAS SIM SL SIMILAR SLIDING PG WA3-WALL, ASSEMBLY DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 TOTAL 2021 bQ FT. EDCIO PATS 80 SD. FT. FIN, FIR FLUOR FR. OR. FTG. FINISH FLOOR FLUOR SCENE FRENCH DOOR FOOTING SL.GL STD SWS TEMP. SI.IDrNGGLASS STANDARD SHEAR WALL SECTION TEMPF.REDGIASS PG WA4-WALL. ASSEMBLY DETAILS PG WA5-WALL. ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THOK T THICK TOP CURB Fax: (407) 774-4078 G F I. GL. SI OUND F�AULT CIRCUIT GLASS TOP O S TYP. OF PLATE TOP OF SLAB TYPICAL. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN GYP, BD GYPSUM BOARD U.N.O. UNLESS NOTED IT . HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF DRAWING / CONTRACT DOCUMENT HEIR HEADER W WAS[ PG SIAA-DETAILS REVIEW BY BUILDER HGT. OR FIF LNSUL HEIGHTW' INSULATION WD. WITH WOOD PG 51.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR DITERPRETATION OF THE CONTRACT DOCUMENTS. ENT. INTERIOR WDW. wN W L WINDOW WATER HEATER WROUGHT,RGN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG 32.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN ELEVATION IN NEED OF FURTHER DETAO"G OR EXPLANATION IN ORDER TO BUILD THIS PROJECT' BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.LS PG S3.IB_ DETAIB-DETAILS PG S3.1C-DETAI1S PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG SS -SECOND LEFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S5.IA-SAFE LOAD TABLES RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE PG SO -ROOF FRAMING PLAN PG SN1-DETAILS PG SDl-SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCf1ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.ebdwWngmup.wm AA 0: 0003325 h � a � i U sUMDnv as LOTt ABBOTT PARK LOT #44 BLK 7 PIROJWT/ 04181.000-44071 MDDSLs E401 "2828- ENSLEY' GAl AOR swnYTO: LEFT PAOF. COVER SHEET %160 MPH EXP. C GENERAL NOTm 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (21W . 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 SHALLBE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR2020CHAPTER 3, SECTION R3012.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY DOT 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. B. 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. 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 13B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1,M INCHES THICK, OR W-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.28 GAGE (0.48 MM) SHEET STEEL P MIN. RIGID ON-METAWC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3028 & TABLE R3026. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS A71C AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. INTEwoRN 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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'-0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIER 1. ALL WOODS AND WAOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NOS) 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION WIDE 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 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT . SQ. PLI116rIG 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 A' AMAFLEX. 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 & 29032. 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. EXTERIOR WALL COVE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR MOM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 12 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 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-CIO63 - 19a AND R703.7. FM RIE1lIETANT 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 112' GYPSUM BOARD. R302.7. EXTERIOR CERJINKW 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1A' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION 0118MATM CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EVEM SOFFn 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.wm L AA A: 0003325 qh S� Q W u! 2 o 0 0 4A W i 0 ABBOTT PARK LOT #44 BLK. 7 Plto"=TIP 04181.000-44071 MOD31a E401 "2828-ENSLEY' OARAOs sWDM: LEFT PAGM- GENERAL NOTES 160 MPH EXP. C 24 PRINT 09/22/21 DATE: SCALE: 1/4"=1'-O" SHEET GN a_, 11 23'-0' 12'-4' PATIO r -ABOVE -, STAIR DATA IS RISER • 1.52' 14 TREADS • 10' I LIVING 8' �CLG a: 6068 SAD.I ROOM 6'-C rx 4'-0' l'-2' II Q ;b q S,I I ULK q\FLAT NOR T-iOFF. • 2 G 20 MIN III LI _ 2 OI I ` BOLLARD AS REO. PER%�� BLDG.CODE GARAGE - QG `� 2866 V 2'-8' 3'-0' i [8w_ _ iREF F� v 3-SH i° m cv D 8R-04 V -- _ vG V. G CWV 4 m 1 5 �Tg 4ir 21'-0' m D 14 -4• '^ a � 3 4 AOYPR FLAT RQ-16H --------- 81-0 a.G HDR • • 1'-6' (2) 20i8 I6'-D'X1'-D'OJND. AFF. . - --- . 2'-8' Ib'-0' '^ I 6'-1' 3. 4'-4' ENTRY e_•a cLG MONK e'-o' cLG '-4 4'•4' 3'-4' IV-4' FIRST FLOOR PLAN SCALE, 1/4' . I'-0' NOTE: -2-8 LOUV. DOOR UY AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENNGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOLIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) N THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/6' (35 MM) THICK OR 20-MMTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROI"I THE RESIDENCE s ITS ATTIC AREA BY NOT LESS THAN Hy'(12.lssn) GYPSUM BOARD APPLIED TO THE GARAGE BIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM% BY NOT LESS THAN %►YB.9mi) TYPE X GYPSUM BOARD OR EGJIVALENT. UNDER STAIR PROTECTION. ENCLOSED ACCES61BLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY 6OPPIT6 PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2011 (6TN ED.J 302.1 caraelruo eLA9oFaw�Lorlolr we ao R9081! RVRSIECCIO o1Rlm fQWE WE 011 UN M M4 IBMIq MIN. WINDOW ID 5 34/-45 CRITERIA EXTERIOR 6114NCs r 5 33/-43 OR MIN. CRITERIA 6GD. MN. 41 5 31/-39 CRITERIA 16010 O1ND. 112 5 31/-35 12'xi2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I, EXP.-C, MEAN ROOF HT. = 22'-3" PRESSURES HAVE BEEN MODIFIED PER FHCR 7TEL ED. (2020) SECTION R301.2.1 TO !IFFY TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOISmDA1BOI" SQ.FT. CALL. S OT FLR LIVNG 1010 $Q FT. MD FILM LIVING 1.362 6Q FT. TOTAL LIVM 2,312 6G. FT. GARAGE 421 Sa FT. ENTRY 26 6Q FT. TOTAL Q. 2,821 SFT. SDGO PATIO 60 8a FT. MASONRY/FRAME WALL LEGEND 6' BLOCK WALL UND ON PLANS n'-4' BRG. 4' INTERIOR® BRGjL WALL UNO. ON PLANS 0 4' MTERIOR NON LOAD ISM WALL UND. ON PLANS ALL INTERIOR DOORS TO BE 6'-8' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdssWWoup.wm l AA 0: 0003325 W U : A �ppp O S L aunDiv. at LGOT: ABBOTT PARK LOT #44 BLK. 7 PIRlOJWTO 04181.000-44071 MODZU E401 "2828— ENSLEY" GAIRAGZ 8VrWG[ LEFT PAG1: FIRST FLOOR PLAN 160 MPH EXP. C 24 --M NO Y072S PRINT 0/21 DATE:9/22 SCALE: 1/4"=1'—O" SHEET Al TOPE PLATE 9 M BAR DETAIL A 6CALE.IR•.I'-O' HANDRAIL • III/ 2X4 RE-N M eTRACTUNAL FLAW FOR R-om Pft~ (L LATw OF L4• PLYWDM OR (2) LAYa OF 114' Ra FLOOR MA.TTMAL wA PCO OMM HAAJM HOTS. WAAe 00 l TO COMMM TO PGM TIN m. nAY)M TWAD.W I MINA/ W' YY' T VAAATIOH N R OW"INAD AC.YORO TO EAOI t O11omm M' F VAAA•TIOII N — H CI 0T T c4 soc DLL TO r I YA• AW OROM AC Iaw aeFROVpgIVAIl/l Od ORAI/L/LIT• YOe• IW F a MAReOI PlApe �O !-4' IN IIAIDRAL W. sac" TRiADe TO MAD CF OL64LOOR APHO" FL -AM OR SMLAR • !A IIORILOWAL ION nNnwAVO ow" to ocroo rYao TMOOAN CF TRW) O'-O' IK ILR' — THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R3II.1.82 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LAR BEST CROSS SECTION DIMENSION NOT EXCEEDMG 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16018.1 / F$.C. 2020 HANDRAIL SECTION C CALE:3/4'.I' 114' 146""60M Mam ( MOAM FM "LOG OCHEX" — — emU� L.O 171TI)IOtR TO 40L0 WLFAD W m IIA{I TO M TIAL�D FRa, .AouID. rn LAY1 a oA' hle eln I• Hoen.n r. ATARZ oAu • RIMIY • LO• M TIW/W A W (o >+O er / sTReuee eCm IATH !A4 R'! am UA eTr4w 2X4 P.T. TO —� LN I 66MCM • NA bA am BALL R.AD W (o I" Off be e1poom wo= "A" A r' OG V" Pusaw HAIe W a "" 6'4' OC. STAIR SECTION E. D (HDR.DETAIL. 3M' T.o"FLOOR GLOW a HAIm PUR HARKS euaaaa 4W DJ Lmoom TO C11 W ~.4' TAa O" Ie' OG K" e7AfO0Tm Maw no JOIeT TO Lm4wm W MT'eOl KO-36 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde*Wgroupmm AA 0: 0003325 h A Q � j UQ r e p � A p a �yq� SW W yl pQpp p U Q e[ R sMWIV. le LOT: ABBOTT PARK LOT #44 BLK 7 Pl o"mTAI 04181.000-44071 MODZl4 E401 "2828— ENSLEY' OAI.A03 s111UNG: LEFT PAO= FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP C 0 Al A NO T� PRINT 09 22 21 DATE: / / SCALE: 1/4"=1'-0" SHEET Al SECOND FLOOR PLAN ,1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdmWkgroup.mm AA M: 0003325 yQQQi ym❑pI 8pp1 g Q yqo� U Q j�RSyj 8L Q Nl W E 0 IA aveo EMsa:v BBOTT PARK LOT #44 BLK 7 PROJMT/ 04181.000-44071 MOIDSMa E401 "2828—ENSLEY' OAWAOX 8wsx0: LEFT PALM SECOND FLOOR PLAN 160 MPH EXP. C PRINT DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET A2 FA 24'-4' BLDG. HGT.4, PROOF 6' RAISED BAND (TYPJ IT'-4' 2ND FLR, - FYPON 18'X63' 1'-0• DECORATIVE ""Eft OR EQUIVALENT 'v Li 4' RAISED F BAND (TYPJ 6' RAISED n a BAND 2ND FIN. FLR4--- '--------- --- 8'-0' CLG. HGT,+, OPT.COAC4 L IOWT 0'-0' FI�—I 1 - 24'-4' BLDG. HGT.4, IT-4' 2ND FLR, i Ra HGT. — I' -0 9'_4• ZND FIN FLR---- 8'-0' GLG. HGT 0'-0' FIN. FLR, LL (� �~- --' FRONT ELEVATION SCALE, V4 . F-0' TEXTURED FINISH REAR ELEVATION SCALE: 114 . 1'-0' TEXTURED PNISN FYPON b•X36' DECORATIVE "TTER OR EQUIVALENT _ ,ill'-4' 2N0 FLR- B—�TNG. AREA OF ATM = 1690 SQ FT. NETFREEVMtA-nON AREA REQUIRED = 1/300 RFQIRED VENTILATION AREA = 1650/300 = 5.50 VENTILATION AREA XSO, INCHES PER FT. (144) 792 SQ IN. MR REQUREDVENTILATION = .SX 792 IN LIPPER PORTION OF ATTIC 3% SQ. IN. OFF RIDGE VENTILATION AREA 115 SQ IN. PER VENT 3961115 TOTALS OF VENTS REMP RED 144348 TOTAL a OF VENTS PROVIDED 4 'AREA OF ATTIC IS THE PEN NTER OF THE HOUSE, LESS THE OVERHANG IEXTERIOR0F WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDEDI I I I I I I I I IIJ• THICK, 2 COAT CIhQR PLASTER APPLRD alone LY TO MASOMW I I b' RAISED A&MM I I I I BAND (TYPJ y 04 IROCIY+S CE1164T -_ 2140. - — - FINS FEEPWALAGG YMIT�AS PER PDCR " PT LEDGER ITV I I ew.0 ICQ eIiATIaNs TFEIGOIEPe LAI2X6 EO LEA D' ,�8'-0' BRG. HGT. AS PER OHM SWL GEMMED PER Or- 4 HIMMTWINIM oG s S' OF EACH •• ENT PMTRER SCL4EDIL! MAXM DO AX SET N 6!'PSON I elTPSON LSD-2S ALCM &"RENGTH Wo-ow I F F F ( VJ S' MN EMEND. 2.6SYP FIAFTRR6 OR I I PRR-CJSTO Tft" I I I I 4• RAISED [PER ELEVJ -- i I I BAND (TYPJ Raw T Q� PER - ?x6 IK LEDOER IW MN VIS' OP6 SWAWM �- TM ROD FIN. FLR 6USPET TO ME SEQJAID TO 8 UATWIED EY OC. F S' OF _d0'-O' - — - Y 2M MIMM W/ ed �La 3. OG. s PIRFIETER I'- 4' MAX EACH END MAX. PET N eL1.reOFl HIGFI sTR81GTH ee1MM LLO.26 IW (4) wdr 2 .0• EXPDXT- S' MN C'Bw. To LEDoER AND e2) war TO 2x6 Joey CHAW.IEL PM SOFFIT ,ill'-4' 2ND FLR B� Ri NGT I I I I I I I I I g�_4• _A r---�' 2ND LNI FF R I ,�8'-0• I3RG. HGT. _ _ _ T- •• ENTRY I I TT'P. I I I I I �--- 0� 0 FIN. FLR. OVERHANG DETAIL ENGMEMED MOD TP%MMb . 24. O.C. SSl+IT SHOP ORAWNGS sm.., 67 PRCPENIONAL NdLT,!!!R POR I�VIEW s AND C =MINTS I PLYSA)OO &EATHNG SEE SnugnOm T. - RhOOMM AND PL.MNNS IW DRIP MM 9T MS AND ANCHMIM, LEDGE PER rwm ILLAINNJTS! "MIGLOL PINTS 4Ls eTwEnLRLaL uRAP FASCIA UTH SPEAK METAL PWAMPIT SOFD =AM 3Y SiwLenRcw. he,T2IS2CPSDD PRFASIA T!E O!!tl VOMM SOFFIT PER ATTIC CALWO VJ• TMM 2 COAT CREW PLASTER APFLED ONNI TLY TO F'L4SONRY ISAMIED TR31 MR ELEVATIONS M FLR MDOW PER PLAN SOFFIT DETAIL oBRAKE 6CALE, IR . I•-0• i I r BAND DTL. C 1441 N. RONALD REALM BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abasslgngroup.o AA 0: 0003325 N 41 PEP tz o g C Q U Q BC Q 6 swan►. As Lo'h ABBOTT PARK LOT #44 BLK. 7 PROJM ITp 04181.000-44071 woaalw E401 "2828—ENSLEY' aA tAGZ 8WDM: LEFT PAOa: FRONT & REAR ELEVATION n G" 160 MPH EXP. C WLAMA- AR NO 90723 of rPRINTDATE: 09/22 DATE: /21 SCALE: 1/4"=1'-0" SHEET A3 G Il'-4' 2ND FLR, B� - — T-4' 2ND FIN— - B'-0' GLG. NGT. 0'-0' FIN. FLR0, Il'-4' 2ND FLR , BFRG. - I S'-4' _ 2NDi, FIN. LN FFFI R �— 8'-0' GLG. WT.. r^ R. 0'-0' FIN. FLR, V LEFT ELEVATION 6GALE, 1/4 . I'-D' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . F-0' TEXTURED FM19N BY RG Ilg- aGT IND. FLR. FIB AB'-0' BRCi. NGT. -- o ENTRY -- FAO 0v 2ND. FLR ' 2ND. � ENS _0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003325 h A W U u1�1 3 b stTsDIV. at LOT•. 14 ABBOTT PARK LOT #44 BLK. 7 Pnoj=TN 04181.000-44071 MODEL: E401 "2828- ENSLEY" CAPLAcs NWDIa: LEFT PAGIM LEFT & RIGHT ELEVATION G" 160 MPH EXP. C SUA 4 DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET A4G ELECTRICAL LEGEND STMflOL DEFNITION NOTES —e RSV OUTLET 31 AP SESLE FVLE rov ounET IIOV OUTLET VJ O OET WISP EtNrulYR. GH UDv OUTLET Ea!®IWIEO RYL NTeErree(T IOIETATrt TYFs) a@ ttov OUTLET ru 111110iff CONNECTION GPI WIT OUTLET �F NTEIStrlRtGRMV r SWITCH SWITCH )-NWT OPfiR �4 SWITCH 4-WAY OMM WALL 1'CUNTED LOW CEILING LISAR Q LED CLO LIGHT LED VARoR Q Vp NCO LWMT O VP VAPOR F"OoF LtlNR oO M=00eo CAN eVOR. F.N I oM NEE.o. N. VAR. FAN SKJONT I oM FR a N. PDMAN TOO (WWI r' ® T-ELLS — FTJIL LL (WRAC! MNTJ )=:t r Tal)OMEraNr �� a• FLYCIIEECEIAI .�-g—g-• 4• Tw,ACc u6lrr 0 PANEL PETER Ytt Yd[J(• Iw 1 WILL Momw vcom DETECTCR Ytt. 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SlOElTT 12TTAD • PJL NIM1-EUTTLH MIOR CHIl6 UEW I•'ORT • LOCATION OP TV JAAXS 4 FHWL OUTLETS 4 ►A O TO M VWID • NO•SO&NM PIe-O"TRUCTION MML • ALL S A ES AMP CIANCM CIRCUITS TO OE AIC FALLT PRDTEC?W PER RLEDTRICAL FTEOVISIONS OF eoM iTN rnrrleN n6te) 4 NRG TMIT Tn]RIS1 IE » AMP DEDICATED LAUNDW CIRCUIT. • 6FI • ISLAND (NOT ON IOTCNN C MCWT) • DIMSYIF ER OWCON I CT TO DE LOD U;UT N PANEL • ISATMROCM E)64AuT PAN TO NAVE ML CAPAGTY OP SO CRT NTRUWSTi1w NSR ELECTRICAL NTDVSIONS O SECTION MROT! • LA11OR4 ROOM AD DSNiY1 R 1lGQtALlE SHALL SIR FAT ANGST-MIIOEJrT6t GROUND FAULT PROTECTION FOR PEIMaIaL ON PE>1DERS • UNRttl FITHOD SMALL EE NCH PETALLIC CAME PER ELECTRICAL PROVISIONS OF ALL Enwc To C41MY WITM ELECTRICAL PROVISIONS O TIE ram it" ED HIIOl mAhm TE6 E! Lombn Pi- S[ so6Y TeNenTr TAP! FR adLimmomm PATIO UP C#I LwmT- - Tv ROOM c DPW c ;-. ROOM TO FL I C. • J SWTO4 B/CO ® PRE -WIRED rt— — I CLG FAN SfOR Il /'� CIF] I --L Iu O UN -I GFI 0 44' GPI 0 44' I I APP. AFF. I I DOLLARD _ BLC*. 0 ODE PER L A6 ---_ ASREGL / Pa. FOR _ GARAGE GFI DOS �r %i om ZPAN. CmFl OPT' KEYLE68 GARAGE FIMIJRE --- L METER J GFI GARAGE i — — FIELD DOOR PREWIRE VERIFY It III I LOC WL Coll BATH n m GFI IRRIGATION OUTLET 6 46' AFF. — — — — — — — OPT. UP o CHIME6 PRE -WIRED CLG FAN FIRST FLOOR ELECTRICAL PLAN WALE, V4' • I'-m' OUTLET FOR VENT OR MICRO I 'I'S11 I LED LIGHTING ® SINGLE LAV. SA H 4 ISm AMP ELECTRICAL RISER NOT TO *CALL ONNERAL MOM A. ELECTRICAL MATERIALS AND INSTALLATIONS *HALL COYPU INTM MACTIMCAL PROVISIONS O TWIN NIGR TTN LOCAL CrCOSS. AD ALL LOCAL PARSE IS, ALL CONIXICTOItS SMALL Y TYPE TNNRNUN UILEM NOTED OTIETEISSL 4.r ALUMINUM! (AL) N Y' DM SCIlDULE W PVC CCHOW UNLESS SERVICE S FRONDED BY THE RLRCT1110 COMPANY. COOMINAM WrI4 TIME ELECTRIC COI'PANY PRIOR TO SAD. . R CU IN7• CONCUIT OR 3 7• CONOUR OR 2AE AL. SEE. ABOVE SOIPR • OVE184ANGJ C0711MArION SERVICE M AMP DWCONLTCr SWITCH AD RSVJ4e VC M ELECTRIC MITER IN I PRIME NRMA Sit SiCLOam KO PANEL WOAgP TRLSRNO/E EEMICi - CASILE TELEVISION ENTRANCE SERMCE SITRAWL'E BOA -Pow SaNFllIT NiprYSTEM OCNDNN TERINAL AT LOW VOLTAdR CONiCTIa•IS 144 CU SERVICE 6RoLwo CONNECTED TO COIIGlTE lllwc• PCOTHt STEEL PER OJCTMCAL PROVISIONS OF TM FECAL ITN SO" DUA x 6 FT LONG COPPER CLAD OROi►O ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 www.S bd eslgngrso up.w m AA S: 0003325 u n n 0 l 0 l i l sUDDIV. a LOT: ABBOTT PARK LOT #44 BLK. 7 P1ROJmTiv 04181.000-44071 •coast. E401 "2828—ENSLEY" OARAas BWXNG: LEFT PAGM: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C PRINT DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET E1 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . V-m' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . I'-m* WASWER I la' I 2• vrRf' I 112"1 1V2•�i 1113• 2- r I I TUB/ I v2 ORM I 12. AV L I we LAV BN1UR LAV 2' VTR 2'-i KITCHEN (' 1 V2' 112,,1 f p BINK UY AUTO VENT 3' I TUB/ PLUMBING RISER DIAGRAM TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 w .abdeslLup.c AA F: 0003325 h � W � O JU O a svlmly ao IAT: ABBOTT PARK LOT #44 BLK 7 PROJR CT# 04181.000-44071 MOIDSM. E401 "2828—ENSLEY" OA tAGZ 8WONG: LEFT PALM PLUMBING PLAN %160 MPH EXP C 24 DATE: 09/22/21 scALE: 1/4'=1'-0" SHEET P1 2X4 TOP PLATE PRE-FA6 TRUSS V2' CLG BOARD V2' DRYWALL — SECURE BT. — PLATE TO SLAB IW 10d MASONRY NAIL 6 32. O.C. MAX C-0' FIN. FLR 2X4 WOOD STUDS 024, 010. p:UVO :ry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D� SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT A& PER FBCR SMJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUS6 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 15/6' GYP8UP1 EN OR I/2' HKsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (I)- 9 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-0' SEE ENEMY CODE FORM INSULATION R-VALUES REFERENCE STRUCTURAL --R-4.1 INSULATION L WINDOW ATTACHMENT AS PER MANUFACTURES T : SPECIFICATIONS r REFERENCE STRUCTURAL bB2 P.T. PUPW1NG — STRPS 6 24' O.G. 6' cm V!' GYP. W.. W.- WOOD BADE — 0'-O' FIN. FLFL L a a. ,a • 4 n W/ WINDOW OPENING n FIBERGLASS SHNGLES WITH UNDERLAYMENT A& PER FBCR 90511. ROOF 6HEAT14NO THICIU4E66 AS PER SHEET SNL SECURED PER FASTENER SCHEDULE h-� ���TN PRE -ENS TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR Ul ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.19 AND 16095.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'-I'-0, UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 040613 TYPE III OR TYPE IV UNDERLAYMENT. r aNl M PM am LM .Mn. . 26 GAS LINE THRU BLACK _.— FIBERGLASS 6HINGLES UUTH UNDERLAYMENT AS PER FBCR W511 ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IUALL SHEATHING THICIQJE&S AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET 6NI PRE-ENG. GABLE TRUSS UEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT--t— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 6CI RJ 9' VYr.Am2rat- PowmaO CR70rt FLA6"Ia APRONNC?LT TO RL r:ASOWY PRCOOOT =Z � APPROVAL Ina ST HA:P. NaT!® TO Roo4 N PROW= APPROVAL RW. CDR[R MEAD r Gn eTwsac+ueAL rae :�irawcoar :.6 P.T. aG ATTACIIND TO FILL CiL A6 FIMIt APPROVAL II. aEALAW I \AOaR Roo a GARAGE DOOR JAMBS 01 SCALE:11/2'•I'-0' �2X4 SPF 24' O.C. MAX — SECURE W/ (2) 12d NAILS • EA END 2x ELOCKING BETWEEN TRUS6ES --PER STRUCTURAL DETAILS-- 6TIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG UD. TRU66 CONT.2x RAT SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENEIGY CODE FOR" 16 FOR INSULATION R-VALUES PER ELEVATION \ 5/6' GYPSUM BOARD OR 1/2' HnH STRENGTH CLG. BOARD R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1EFERENCE STRUCTURAL 44 P.T. FURRING &TRIPE NO 24' O.G. 1/2' GYP. U.. BD. WOOD BASE FIBERGLASS SWINGLEb WTW UNDERLAYMENT AS PER FEICR SM.11 ROOF SHEATHING TH =01ESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT U:ALL SHEATHING T14IC30686 AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET 6NI. PRE-ENG. GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 _ 0 0'-0' FIN. FLR .. ° ROOF SHEATHING THICKNESS IS U4' ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ° 4C 1TH EDITION, SECTION R301.1.3 AND 16085.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'0-10' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D486S TYPE III C E OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdes*tgroup.com N: 00033251 r� !h} Nt- aS d p a e~f 1pQpyy Ip1pNN�� 88QQQ yypgpl1 �A�yI 6 ounDiv. at LOT. ABBOTT PARK LOT #44 BLK 7 PMOJWT/ 04181.000-44071 mo X.I E401 "2828-ENSLEY' GARAOR DWDFO: LEFT PALM: DETAILS 160 MPH Ed C FIBERGLASS 61­1INGLEB FIBERGLASS 6HINGLES UTH UNDERLAYMENT 113TH LNDERLAYMENT AS PER FDCR 9M.LL AS PER FDCR WbJ.L ROOF 6HEATHNG ROOF BREATHING THICI*e66 AS PER TNICI04E66 AS PER SHEET SNL 6ECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG Uv. EP R PRE-ENG WD. TliJS&-- 24' OC. MAX. IfELEVATION 24' OC. MAX. METAL DRIP EDGE METAL DRIP EDGE BATT BJSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALC& FOR VALUES VENTED Ox 5/6' GYP&." BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED REFERENCE STRUCTURAL bd FIRE -&TOP SOFFIT -4.1IAI&I4.. REFERENCE STRUCTURAL w WINDOW ATTAC *TENT AS PER MANUFACTURE6 SPECIFICATIONS RENCE STRUCTURAL 3/4' T e G SUBFLOOR 1/2' THICK, 2 COAT K � GLUED AND NAILED 1/7' THICK 2 COAT--- PORTLAND CEMENT AS PER NAILNG SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MA6014RY n R MASONRY DO FIRE-6TOP �� DO FIRE -STOP_ BEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/6' GYPSUM BOARD OR 1/2' Wh3H STRENGTH CLG. BOARD E — - - TELEVATION DO FIRE-6TOP DC2 FIRE -STOP R-4.1 INSUL. UNDOW ATTACHMENT AS PER MANUFACTURED SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT Ix2 P.T. PURRING DIRECTLY TO PLASTER APPLIED STRIPS 24' OaPLASTER TO MASONRY a'Cm MASONRY 1/2' GYP. U-. BD. WOOD BASE DC2 FIRE -STOP Dd FlRE-bTOP_ 6 W 8: T BATT IN LATION REFER TO ENERGY CALCS FOR VALUES S/6' CeYPSIJM BOARD OR 1/2' HOW STRENGTH CLG. BOARD bJ FIRE -STOP 1R-4J IN&A_ 3/4' T a G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ?tLEVATI R L VA ION 5/6' GYP61JM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 NSIJL. bQ P.T. PURRNG STRIPS • 24' OC. a' Cm 14' GYP. WL. BD. WOOD BASE s e. e. l E -a -a a: 4 W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.1'-C 1441 N. RONALD REAGI N BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.sbdeskpgro up.com AA 0: 0003325 h r s W U A O l_U 0 0 >sti NDIV. Al.LOT: ABBOTT PARK LOT #44 BLK. 7 Irnoj=Tfp 04181.000-44071 MODRIe E401 "2828- ENSLEY" GAXA0Z DVnN F- LEFT PAOIB: DETAILS 160 MPH EXP. C PRINT 09 22 DATE: / 191 SCALE: 1/4-=1'-0" SHEET D2 LOWS A46 P.T. a CE 12M OF DOOR WRADER OEQJRm WV (V I!V X V J-BOLT WV 4' MN EIEEDMHlT WVYx2'XN'W40WRR I MIT OR WV (2) V)' X 8' ANCHOR BOLT! WV 4' MN EMBEDMENT WN / 2' X 2• X ' WASIRR 4 NUT-. N J V4'�TIFGONB I NE•sED, V or_ 4' NO DIRT, I VV EDSE DIRT. 2X6 ISAIRAOE DOOR BUCK SEGUED UV (S) V2' X V J-BOLT OR ANCHOR BOLTS. WV 4' MN EMBEDMENT, WV 2' x 21 X N' WIASWR 4 NJT. (I) WITWN a' OF TOP, (U WITHIN V OF THE BM ® (5) EVOLT $PAC=. ®I I(If NOTES, ALL ANCMDRS SMALL BE N ACICORDANCE TO MANFACTIJER'S INSTALLATION ►STRUCTION& WINEIE SUCH INSTRUCTIONS ARE MORE OTRN401 NT GARAGE DOOR 1 BUCK ATTACHMENT \QVaura. 4r.r., 6• Cm N'DRTW4LL bt4 P.T. OR 6/4'X4' MN SECURE THOU FRAM 4 El 1'X4' EXTEND 1.1/4• INTO P.T. NAILER BLOCK WV VY.' TAPCOHB DOOR CA61NIS MN SWANK SI2E .145 MN WRAP SIZE !OO MN EMBEDMENT I-V4' WITHIN 6' OF EACH END DOOR JAMS OR WINDOW 4 E' OL. MAX SPACNS ATTACH TO ZX PER MANFACTINES DETAILS. NOTE. 64414 AS NEEDED TO PLU's JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4' o mDO� R TO BLOCK +3/4" OR +5/4' 2x4, m SECURE TO BLOCK WV V16' TAPCONS MN 6WANK SIZE J46 MN MEAD 61M JN" MN E "PPIW I V4') WITHIN V OF EACH ND 4 w OC. MAX SPACM& 2>46: GECUIE TO BLOCK UW(2) VK' TA9.OMS MN SHANK sm J ID MN HEAD SIZE 300 MN EMSEDMDR I VA')_LF 6. GI'L WITHIN v OF EACH ENO 4 w OZ. MAX SPACN& 112' DRYWALL 2xe. CHIP a I'x4' SECURE TO BLOCK P.T. NAILER W K2) 3116' TAl•CON6 POOR CASING (MN 814" SIZE .HD MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN V OF EACH END 4 B' Or- MAX DOOR JIJ`E OR WINDOW ATTACH TO 2X F 0t MA4FAGTUEO DETAIL& NOTE, AIM AS NEEDED TO PLU'B JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +l 1/E" /1VIND0w 10 BIAC% +1 1/E" 0 2X4. IIIIII SEMNIN TO BLOCK W) 3/16' TAFr." MN eHANK SIZE RO MN. WRAP 01271 300 MIN. EFb cxlowT I V49 WITHIN 6' OP EACH END 4 IS'Or- MAX 6PAr-M 2x6. 1m SECURE TO BLOM WW2) V16' TAPCONS MN SHANK SIZE .145 MN HRAD SIM JOB MN E•BEOFENT I V4-) wTHN V OP EACH END 6• cm 4 w Of MAX SPACW- VI' DRTWl4LL 7X6. SEGTO BLOCK UE ❑ 1'X4' W/(2) VW6' TAPCA" P.T. NAILER MN SWANK Sig J48 V 6' OD)0. X 4' MN MK WEAD SIZE JIM MN EMBEDMENT 1 LAV) DOOR CAOIN6 WITHIN s• w EACH END4 TH OF TT,4M 6PAGNd. Dose JAMB OR uENDolu ATTACH TO 2X PER MANFACMAM DETAIL& NOTE, 614IM AS NEEDED TO MU'B JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" �11fIND011 TO BLOL.'K +1 15/IB' 2X4, SECURE TO BLOCK WY 1116' TAPCONB MN SWANK SIZE JA MN WRAP SIZE 3" MN EMBEDMSNT 1 1/4'1 WITHIN V OF EACH END 4 *'Or-. MAX SPACNG, ROTE, STRUCTURAL ZX MAT BE 2x6. Ism ON OUTSIDE 4 SECURED SECRE TO BLOCK TWROlJ1W NON-STRUCTURAL WK2) V161 TAPCONS 3A6' TAFCON MN I-V4' MN SHANK SIZE J46 CIVIEVIENT INTO BLOCK MN HEAD SIZE 300 MN MB®MENT 1 V49 WITHIN V OF EACH END V CPU 4 w Oa MAX 6PACNS. V2' DRYWALL 2X6 SECURE TO BLOCK P W,1(2) 3/16' TAl°OLT46 P.T.T. NAILER MK 64" 6Hg J46 POOR CASING, MN. HEAD SIZE 300 MN. R'BEDMBNT 1 V4') WITHIN V OP EACH ENO A s' Or_ MAX BPALM6. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIVACTUES DETAILS. NOTE, OHM AS NEEDED TO PLU1B JAMS (PO NOT pfCEED V4') DOOR JAMB TO BLACK +E 1/4" /:.1A1ND0► TO IiLOCY +E 1/4" 2X4, Will SECURE TO BLOCK WVVI6' TAPCONS (MIN. SWWK SIB .145 M►. HEAD SIZE 300 MN E MOI- N 1 1/4.1 WWT4N 0' OF EACH END 4 s' D.C. MAX SPACING 2X4, ME SECURE TO BLOCK W/ V4' TAPC4" (MK SWANK 612E J45 MN. HEAD SIZE JIM MN IMSED1,12INT 1 V4.1 WITHIN V OP EACH END 4 w 04. MAX SPACN6. 2X6. ® 2X6. BID SECURE TO BLOCK SECURE TO BLOCK W(J) V16' TAPCONS WA2)1/4' TAPCONS MN MK SWANK SIZE J45 SNAIL 612E.145 MN MN MEAD SIZE 300 HEAD SIZE 300 MN MN EMBEDMENT I V4') E"BEPFENT 1 V49 WITHIN 6' OF EAGW END 61 cm WITHIN V OF EACH END 4 10' Or -MAX SPACING, T-W-4 w Ca MAX SPA 6, Cy 7X6. OEMJxJ. VZ' DRYWALL l?m VV ORYWALL SECURE16TO BLOCK I'X.1' SECURE TO 6LOOTC 1'X4• UY2) V• TAPCOFM P.T. NAILS! WKT) IAV TA•COM P.T. NAILER ( a4ANK VN 145 N R DOOCASINO (MN. 8H N. SIZE J40 Ir MK LEAD SIZE 300 MK HEAD SIg 300 TA6' OAJL X 4' MN MN EMSEDMIE T I V4') MN WIDEDMEHT I V4') WITHIN r ar EACH BD WITHIN e a eAGW END DOOR! CAaNr• 4 s' OL. MAX 4 *'Or- MAx SPACN6. DOOR JAMB OR WINDOW 8PACN& DOOR JAMS OR WIHDCW ATTACH TO 2X PER ATTACH TO 2X PER MANIFACTUES DETAILS. MANFACTLIM DETAIL& NOTE. SWIM AS NEEDED TO PLLM JAMB (DO NOT EXCEED 1/41) DOOR JAI® TO BLOCK +3" 2X4. BECUR TO BLOCK WV 3/I6' I'APGONS MK SWANK GIM J46 MN HEAD SIZE JIM MN EMSEDMEW I V4•) WITHINV OF EACH RID 4 W OL MAX 6PACN& NOTE, STRUCTURAL ZX MUST BE 2x0. ® ON OUTSIDE 4 SEGUED SEGUE TO BLOCK T4ROLIO4 NON-6TRUCTWRAL WN'2) VB. TAI COW 3A6' TAFGON MN. 1-114' MN SWANK SIZE .148 E movie NT INTO BLOCK MK WEAD 61ZE 300 MK EMBEDMENT 1 V4') 0' OF EACH EO 6. cm 4 w OG MAx SPACN6. - VJ' DRYWALL 2X& ® PX4' SEGUE TO BLOCK P.T. NAILER WK2)3A6'TAF40" DOOR CA6 NE NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') STRUCTURAL 7X S[L1ME TO STCTURAL M'EFSER WIC2R2d WITHINV Or EACH END 4 v TO V Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTU NS DETAIL& DOOR JAMB TO BLOCK +3" ®n�N� w 'm aLncr w• NOTE. 614" AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4.) DOOR JAMB TO BLOCK +3 7/16" 1FIND2 TO B1AC[ +9 7/16" 2X4+ SO SECURE TO BLOCK WV V4'TAPO" MN SHAW 612E J46 MN WEAD SIZE 300 MN NPIBIvM1NT 1 V41) WITHIN V OF EACH ND 4 w OC. MAX SPACIN& 2x6, m SEGUE TO BLOCK WA'2) LAV TAFY•ONS MN 6WAN.K SIZE J46 MN WEAD SIZE 300 MN EEEDME74T 1 1141) WITHIN V OF EACH END 4 0' O.C. MAX SPACN6. 2X& Im SECURE TO BLOCK W 12) LAC TAPGONS MK SWANK ag 145 MK HEAD SIZE J00 MN sjBffOrONT I V4') WITHIN V OF EACH ED 4 W Or. MAX SPAC61& NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED rwptmk H4 NON-STRUCTURAL V16' TAF'C0N4 MN 1-V4' EMSEDMENT INTO BLOCK t_Y V CL V2• DRYWALL P P.T.. NAILER ^' P P.T. X 4' MK Y4 DOOR CASINO DOOR JAMB OR WINDOW ATTACH TO ZX PER MANFACIURES DETAILS. NOTE, 664M AS NEEDED TO PI.0 IS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" /.:11IDID0N TO BLACK +3 3/4' a SEf 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 Www.abdom;W roup.00m AA 8: 0003325 A LQ f 4a a LLJ sUDDIV. aW L071 ABBOTT PARK LOT #44 BLK. 7 PLMI'OJ>DCT#L 04181.000-44071 MODZU E401 "2828- ENSLEY' 0ARAG3 swING: LEFT PALM DETAILS 160 MPH E C b 202 PRINT 09/22/21 DATE: SCALE: 1/4.7-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLa MANUFACTURER CATEGORY DESCRIPTION VON EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 12473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 21473.10 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCA 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/ZD23 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 114963 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108602 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FRO 12/31/2021 10µ1.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12123/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 E KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 MIWINDOWS&DOORS FIXEDGLASS 2020 FBCR 11/18/Z022 . MI WINDOWS & DOORS SINGLE HUNG - 2020 FBOt 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOCRS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15333A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 1Z/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL Z020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 22/31/2021 239S6.2 THERMA•TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS bb" SWINGING EXT. DOOR W/SIDEUTE 2020 FBOt 22/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'V SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ite EXT. DOOR 2020 FBCR 12/31/2021 107582 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 1Z/31/2024 15216.1 OWENS CORNING- RHINO UZO ROOFING UNDERLAYMENT 2020 FBCR 12/3V2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/202S 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 131922 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 199011 JAMES HARDIE BOARD REVEAL 2020 FBCR 22/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 2020 FBOt 12/31/2024 1SBA CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/32/2023 THIS IS A COMPILATION OF PRODUCTAPPROVILL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/26/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 W W W.abdestgngroup.corn L AA •: 0003325 h U MEN O O � 333 6 (A W E O atroDiv. at rroT ABBOTT PARK LOT #44 BLK. 7 PnoimCT/t 04181.000-44071 WoDzu E401 "2828-ENSLEY' GAnAGM awWO: LEFT PACE: PRODUCT APPROVAL LISTING 160 MPH EXP. C SEP11 A D21 R 09 22 //21 /4'=1'-0" 4 PIEPOM'6D. FLANGE OF CONTROL JOINTS ISE WISED TWO TO LATM R 9' Or- MAX (VERTA NOSE, DO NOT PA&TN CONTROL JOINT TO UL4LL EVN P ST1D VAST, BEYOND EXCEPT STAPLES UV W LEM MAY a USED TO TRW. SEO!! CONTROL JOINT DINING INSTALLATION ------ FASTENERS TO N SPACED • T• OC. MTAx VERTICALLY I i Y Twm ! CAAT eese \ PLASTER Wm LATER R, R7RTIPIRER / EUILDNS PAPER APPROVED METAL LATH METE ED 01' (VENT.) Or- MAX AT SUPPORT'& ROME LAYER -L STUCCO LRAP WOOD MEATWM NANENE LATH ewLLL OR cowrt4i" Tw ROu2M JOINTS GUT N STOPPED TIED 1T EACH TIDE P!R Mm CIS/! \ PROVIDE 2X4FLAT OLOI V T PLACED FLAT MAX i' O S' FROM CONTROL \ LjoNT FONT WNIN CONTIi7L JOINT FALLS ON NOTE, ASTEER! FOR LATH TO CE HALLS OR- i iT1ElCTIRLL sT11D STAPLES IN Com% ANCE RV Asm CIO►! 2. SURE TICS TO DE (NO. W 0041s' ORE !. RILOCKINS SHOWN MAY OC IN ADDITIQVj \ TO WALL STUDS PRIMPNED PER PLAN O"W TYPE CONTROL JOINT OtR'XD WRILb. R.A OL—NIIAIO PT. A L CAM. M.0 L OEYS. PLC "n" own Ol ROLE IWYWIO . R. A L CLAM . PT. & • POLO Ol IRILD MIWIc . I•T. L CAAM . ►T. & 4 P0.D R.0 O.ER A. 8R1R.CTOIIOM .DTraM TaANM • RJeW WTEW TIONT PRAL FOLD. w tRE OR. S COAT C tIW XPRAM A W 2 WAT SMTALL FASTENERS (CLIPA NOTE, STRAPS. STAPLES) AS APPROVED MALIPM W1EAP RCOIRED TO GRCL E SMALL IW LAPPED A MNPUM OF PIPE/ EIIRE TO PRAMNS S' a V [WkCAr LAPS (ROLL IIIN,P TIICto ENDS) 0 S' • HORIZONTAL LAPS sTJ LATER R ALL SEAMS NEED TO BE TAPED LATH VERrv' A' LAP TO BE I' OTM POR11011E G EAT/Mtlr TAPE OM LAYER 4. UR)RTPIER / \ SIIILDING PAPER I I TAL LATH / \ WWW SELF-ADIERNS Me9DRaE / \ PL.A IMM OVER 4x4' SELF-ADNFRNS MEMBRANE / .a tA' .rent urw \ FLASHINS OVER APPROVED HOIIS! UR.AP. I --_ PLYIADAS Te ERMO Aire PIPE UIR,LP. HOUSE&A&IM TO EXTEND METAL LATH Um LAYER -1, ]' TMIOL ! COAT CEMENT W OGNT' MAD OF SEALANT STUCCO uRAP I PLASTER MTALL APPRD. E IIOl'E RAP AM I"lTAL LATH bVILTRATION SAPPRIER OVER / I 011111 LATER -2. NE 1T1RIG \UM LAYER -2,FOWF� R� EULDINS PAPER ELAOTO / M (SEE TT UMLOVERRSSUC sTrj= AP'' IIlR LADED &wE Imm SECTION S E tsxt� of Pb.er Hall comply wdit CR appfution r.p--M o(ASTM C 92619E. )1.1 tArw LAP 4.1 Ir Mt- of .A.n r ke*V W W.m.p 2 SCALE.I I(2'.r-a- ALL LAP sW comply wit ASTM C 1093-14, or ASTM 1787. 4x4' SELF-AOMCRNS MCMIORANE R.ASFUNS (COMPATIOLE W IAOIMC VERTICAL LATH IORAPMATERIAL) O-Wt 4' "" APrRovm nRAP. & PAPER DETAIL no= el". �- re EffrSlD Sure PIPt " ew I.OR Lae PIPS PENETRATION Nolr. &/BATHING DIRE LAPS OF METAL �Gm«L DS SECURED d)U.DN6 FRAMNS MEMelRA PAPER rvrm THEY SMALL eC TIED OCTUlN SUPPORTS WITH 00416-N (DI -PM) SURE AT INTERVALS NOT STUCCO 1M LAM . tArw Y TAP. •.weR CUT AND OVERLAP ONE SIDE OF SELP-AD/EIONS MIMSRANE MORE THAN 9' (229-MM2 FLASHING A& PER A&TH CIOil. STEP 'I QKICKOUT ,PARDPTRANS HORIZONTAL LATH DETAIL IN NOW L.AYETRS.TEAR. MAY s PATCIED & PAPER DETAIL PIPE PENETRATIC 3A WUSC HOMAP TAP[ PER MARE. SPED. OR N.T.S. PEEL A STICK PAPER PRAM OLW R'L RAPfIm" OL.) FLAM X!m m I Eil'E OLT) HWNtI OW OfI RxtRlWoe EGmERLLs� � � �I -M WILL ILAIMMS CRtAL ) LLAIGIE�M wTAu Noorart tLA Wf AT E WIL MiDrTOT MSI.Ecrb. m WOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER RAf1F/111ALL .C_.r_pFFT7 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. STEP S2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO ixi' SELP-ADFERNS M E-SPAM TLASMM (O"ATIELE IIW WO" WRAP MATENAL)OVER 4x4' SELP-AowE1EN S r'TenER.AMe PLASINIM OVER APPROVED 14OIRC umk PLASHRIS Te ExrEWn SLATS PIPE LSAT AND OVERLAP ONE SIDE OF SELF-ADIERING MIMORAIE FLASMIN.S x—x—x—x WOOD OR -1/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD), FL 32750 PH: 407-774-6078 FAX: 407-774.4078 w AbdeLlEWoupxom AA 5: 0003325 C h NEW C 3 p�( u Q iiQSS o g [ O �� O 5 BUMIv a! LOTS ABBOTT PARK LOT #44 BLK. 7 IrRojmTo 04181.000-44071 MODEIA E401 "2828—ENSLEY' oARAOX NVIDO L LEFT PAGm: WALL ASSEMBLY DETAILS 160 MPH EXP. C rwL NcABO � CPA PRINT 09/22 21 DATE: / SCALE: 1/4"=1'-0" SHEET WA1 INSTALL 6' SELF-ADFERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE PRAMS OP TW EXHAUST. SEnm�� OR RLASNING TO BE. I'. X L BOTTOM. 2- SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. X,- E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL ��- JOINTS AND INTERSECTIONS r APPLY SEALANT AT PERIMETER OF BACIMR ROD NON -MOVABLE FRAME AND STUCCO 19 SIDES, V CAULKING* JOINT � AROUNDD ALL AROUND I PER SECTION I I Eadrbr Whng and o BACKER ROD I Exterior use of Portland cement plaster shall comply with the application 'X requirements of ASTM C 92618b. 1 k Installation of exterior lathing and framing 1 .1, shall comply with ASTM C 1tB3-19a, X: or ASTM 1787. UM LAYER 9, K� . STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL. LATH WED LAYER 9, FORTIFISER BUILDING PAPER WOOD SHEATHMG DRYER VENT (FRAME) r SNEATHNGFIBER ING PAPER ca�iucT� —METAL LATH a' OAU VINYL CASMG BEAD W RAOED BAND WEEP SURD 6' WIDE STRIP SELF ADFESNE FLASHING, CLEAN MASONRY BEFORE APPLYNS Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—X—x STUCCO WOOD OR 1/16' ZIP LUALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES FB DRYER VENT (BLOCK) BUILDING PAPER OVER 'Cl UICK FLASH' PIPE THROUGH / WALL 1 6' 6ELF ADHESIVE — FLASHING (INSTALL PER MA IUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: NT.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRS LAYER 01, STUCCO WRAP WRB LAYER 91, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT )J' TO N.' MID -WALL WEEP SCREED v6* SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RbGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM >R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LAR3ER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER N, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SFEATHRG ,-11411115 LAYER 9, STUCCO WRAP LAYER 4, FORTIFIBER SUW.DMG PAPER TAIL LATH WOOD gyro' TE)CMED CONSTRUCTION PINISH a KID= PASTEN TO 111000 STRUCTURAL MIS DER • T OL. MAX •' ChU To1i'.�� I144ElP t9L'RlPD A • • 6' UDE STRIP SELF Z; ADHESIVE FLASWING, CLEAN sate NMlONRT BEPOR! APPLYNG V PINION • MABLTRT ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER 9, STUCCO WRAP STEP "3 S' �- WRB LAYER P2, FORTIFIBER BUILDING PAPER STEP *4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeskpgro up.00m AA 0: 000332E 3 q� g o S> mlv. a Zr01`. ABBOTT PARK LOT #44 BLK. 7 PROJWTO 04181.000-44071 MODNJA E401 "2828-ENSLEY' GARAGE swn?O: LEFT 1 PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH r STEP *S STEE a6 OELECTRICAL RECEPTACLE P DAATE:TE: 09/22/21 SCALE: 1 /4"=1' -0" SHEET WA2 WOOD 6HEATHIN WOOD —� CONDTIIICTION 3Y4' HAT CHANNEL TYPE 'X' DRYWALL WOOD 844EATHNG WARD LAYER 'I, STUCCO WRAP }' THICK 3 COAT CEMENT PLASTER WRG LAYER F,__y STUCCO WRAP �v AMICO AM66-W91L-IW CUSTOM CASING BEAD NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. nOA SCALE: I V!'•I'-m' WRB LAYER 4, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER }' THICK 3 COAT CEMENT PLASTER 6' SAF. • TOP OF WEEP 6CREED TO 614EATHNG W14NO WEEP SCREED 4' POSITIVE DRAN isle ficanm I �' i' SELF-AD1ffRENG FLASHNG WRAPPED ` • TOP OF WEEP SCREED TO 6NIEATWW. BELOW \ WRB LAYER 01, STUCCO WRAP ' WARD LAYER 4, FORTIFIBER ' BUILDING PAPER Nl i I 6' SELF-ADHERRERYs FLABFING WRAPPED _ • CORDER OF CANTILEVER NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/ I RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH }' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL UYTEXTURED 4 PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CA6NG BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER +2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH 11700 BHEATHW. (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCE680MES ONLY) WOOD CONSTRUCITON -WEATHER F ES16TIVE DARWER'1 -WEATHER RESI6TIVE BARRIER •2 2' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIE6 ONLY) @MIP EDGE INSTALLATION EXT. alum FR WALL &A -FLOOR OECKIN6—,� PRE-lm%> TRJSB WUATKaER FIR616TIVEBARRIER 1.1-\ WEATHER REWTIVE BARJ- THICK 3 COAT I RIER ��/ PLASTER PETAL LATH WOOD SHEATHN6 (SHOWN FOR CLARFICA.TIOJ OF SEPARATE ACCISSORIS ONLY) v Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — OW WALL j• THICK 3 COAT CEF194T YNYL rears v RBEAD PLASTER 1dbal-Mobol.0mAm WATER PROOFING; 4t- -tIDLG80tlKL0EAQ LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 O.A. GALv. METAL DRIP EOW PEEL 4 STICK) SET N RILL BED OF 6' PEEL 4 SEALANT, Jp MIN. STICK .DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK i & GAP FOR BACKER I )j'XI W P.T. OR 6MLATED ROD 4 SEALANT WOOD (TREX) FLLBR VWVYL GABNG BEAD CONTNUOU6 WATER PROOFING lot WEATHER R$616TIVE LAYER O LAYER PEEL L BARRIER 1 6TIGU WRAPPED PISOM WEATHER RESISTIVE BALCONY DO= TO MAR BIER -2 CANTILEVER 6' PEEL 4 STICK • DECK M194111RA1JE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF I )j-XI Yi P.T. OR SIMLATE SEALANT, JI' MSL WOOD (TREX) FLLEI! SPACE FROM DRIP CONTS4UOU8 FACE TO TREX Yi GAP FOR VINYL MA12 ROD 4 SEALANT IWITER PROmm INt FMO44 LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 87IOG STICK) WRAPPED FROM 3/4 RESILIENT SALC40W DECK TO HAT CHANNEL T4 >< COAT CEMENT PLASTER METAL LATH "a. TYPE 'X' DRYWALL WOOD BHEATWINd UVTEXnMD 4 FAINTED WEATHER M616TIVE FNUH BARRIER R WEATHER M616TIVE k THICK 3 COAT CEMENT BARRIER 9 PLASTER � 4• PdeITIVE DRAM WEEP SCREED VINYL CAGAN& BEAD NO GAP M FIELD (SHOW( FOR CLARFICAT70N Or SEPARATE ACCE680RIE6 ONLY) BALCONY DRIP it EDGE INSTALLATION 7LIJ'N SHEATHING EATHER RESISTIVE ARRIER 'I EATHER RE616TIVE APMER 14 SAP. \ -EEL 4 6T`CIC 11G'x3' L' FLA6NNG FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GAL V. METAL DRIP EDGE SET N FULL BED CF SEALANT, Jj' MIN. SPACE FROM DRIP FACE TO TREX PEEL 4 I!j'xI Jj' P.T. OR SIMULATED WOOD (TREX) FILLER coNTNuoue Y1 SAP POR 6EALANT OPT. BACKER ROD. MODIFIED �O 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH }' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER '1 LLE�ATHER RE616TIVE E COLUMNLE COLIIMOLLIMN J SHEATHING G E N D 6' SAP. I JVK3'L'FLA6HIN3; DRAINAGE PLANE (WRB FULLY EMBEDDED INRom CEMENT LAYER 01, STUCCO WRAP) 1)S X 3' 26 GA. GAL V. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER — — — — — GET N FULL BED OF SEALANT,)j'MIN. BUILDING PAPER) SPACE FROM DRIP FACE TO TREX MYL CA8W3 BEAD METAL LATH x—x—x—x WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVERHICK WOOD OR 111(o' ZIP WALL COATCEMENT PLASTER SHEATHING METAL LATH UOODSHEATHNG I SELF-ADHESIVE FLASHING vnun COMER_ waA (SI•ICWN FOR CLAR IPICATK)N OF VINYL GABMG BEAD SEPARATE ACCE660RIE6 ONLY) BALCONY DRIP 11C EDGE INSTALLATION* COLUMN (W/"L" FLASHING) SCALE, NT8 WOOD SHEATHING UPS LAYER'(, STUCCO WRAP 2xFRAMMGMEMBER I' THICK 3 COAT CEMENT PLASTER WRB LAYER '2, FORTIFIBER 2 1rs. 02 8JN[A BUILDING PAPER FASTENED TO 8HEATFING - • 1. OZ. MAX. C hEcTAL LATH }' WRD LAYER F, }• THICK, 3 COAT CEMENT STUCCO WRAP PLASTER —� WOOD S4EATHNG h'SELF-ADHERING METAL LATH FLASHING WRB LAYER 4, FORTIFIDER BUILDING PAPER 14A ORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 2 1/2' CORNER BEAD (FASTENER 4 SPACING • '1' O.C.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK VIEW FOR CLARITY) WRB' LAYER FI, STUCGQ UARAP WRB LAYER 4, FORTIFIBER EIIJILDNG PAPER METAL LATH }' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 1cJB CASING BEAD ® WINDOW ( FRAME, NO BAND) SEP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774.4078 w AbdeslBnRoupmm AA S: 0003325 y J RC W 4D (j g�4 �{ (iS QWQ gi ypyp11 yQp�I U 8pA11 i RC Q BUDDIV. at LOT( ABBOTT PARK LOT #44 BLK. 7 PIROJTBCTR/ 04181.000-44071 mcDEIt E401 "2828—ENSLEY" QA3tA0JJJ1 81i►nj k LEFT PAOl: WALL ASSEMBLY DETAILS 160 MPH EXE. C N21 PRINT -11 DATE: 09/22/21 SCALE: 1/4*=1'-0" SHEET WA3 WOOD SHEATHING —\ WRB LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFISER BUILDING PAPER METAL LATH ;' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING VINYL ANGLED / CASING BEAD —4- DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP t WRB LAYER e2, FORTIFBUILDING PAPER 1-i METAL LATH -(EXPLODED d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRS LAY STUCCO I Yi GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER • STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER METAL LATH WRD LAYER 4, FORTIFIEJER ]BUILDING PAPER WOOD SHEATNNG WRD LAYER q, STUCCO WRAP CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYL ANGLED ` WO TMJCT1ON V- HD CASING BEAD ; ' DOOR SEATWIM0 WR8 LAYER'2, FIBER i �T �I^REMetive - BUILDING PAPER % XEATHER RESNTIVE METAL LATH .1R 1 lxTlG LAPMDNS a' THICK, 3 COAT CEMENT ' PLASWOEIJ-ADFl1l�Yi I PLASTER i / '� 00 I STARTER STRT \ \ 6'SELF-AD14ERING FLASHING WINDOW . CASING BEAD ® WINDOW 15 C ( FRAME, W/BAND) WOOD SHEA METAL LATH WRB LAYER'(, STUCCO WRAP WOOD SHEATHING WRB LAYER 4, FORTIFIBER ' BUILDING PAPER i WRB LAYER 01, J' THICK 3 COAT CEMENT STUCCO WRAP PLASTER I ,. WRB LAYER 01, FORTIF15ER VINYL ANGLED i ' BUILDING PAPER CASING BEAD VINYL CASMG BEAD i METAL LATH iTHICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND (FRAME) SCALE: I I/1' • I'-m' L' 1ELF-ADWER►11 PLAAWM WEATHER REM TIVE DARRRR R UEATW R REMSTNE DARKER 7 •'SELF-ADIER1Yi �i n.AeHNa, Tti +n�Ifli5w on Ill.'L-1 WOOD SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN, 2b LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) RIOOD MEATwm— REATHER JcsrTIVE� DAIEEIR 9 RAARIE�I MR ?WISTIv! xlpl, Aroom-.- elA*WlHd RlLs —� STARTER STRIP— PL„HN,�E _ADMtl LLEATER 6AI LLEATHER DAIEtlER ,, l I � I I 3 REATH DAM S- YIN w r MNit a�- Ihm. 4 IL Iam Y' SIDING TO STUCCO �e ® FRAME TO FRAME 9 TRANSITION S' tlLf-ADFlRN6 � 1LAM+N6 IWATHER RDMSTIVE \ DARKER 4 TO LAP V MN. ADO%! TOP ' OF T FIASHN1 ' RE THDR RDMeTW! DARKER R i RESISnVE rm)) PVC 1�1pleTly! MBOMOU DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - ---------------------------------------------------------------------------------------------- �' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ' WRB LAYER'2, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING ✓ (W/%' FLEXIBLE PVC BACKER ROD) SWOOD WRB LAYER'I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER6' SELF ADHESIVE FLASHI2X FRAMING SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY '-------------------------------------------------1---------------------------------------------- Y4, GAP TYP i' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 92 FORTIF15ER WINDOW FRAME /_ WOOD SHEATHEING WRB LAYER 01, STUCCO WRAP b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL BEAD VINYL CASI� 2X FRAMING (W/%" FLEXIBLE PVC BACKER ROD) MEMBER APPLY RILL BED OF SEALANT BETWEEN ; BUILDING FLANGE 4 BUILDING WRAP WRAP ' EZ BEAD WINDOW CASING, 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-T746078 FAX: 407-7744078 wwwAbde*Wngroup•com AA e: 0003325 V y� g I Mill EIM1111111 iU=IV. a LOT. ABBOTT PARK LOT #44 BLK. 7 PnoJIDCT/ 04181.000-44071 bWDEIc E401 "2828—ENSLEY' GARA018 BTfUM: LEFT PACiS: WALL ASSEMBLY DETAILS N.160 MPH E . C 4 PRINT 09 22 21 DATE: / / SCALE: 1/4"=1'-0" SHEET WA4 affisfiluAIIIIIIIII 1. AND 1P SHOVM IN ('GALVAN® morAamm CAPELD BE TAKEN N KEEPING THE VENT FRCRERLY ALIGNED VENT PIPE IS SEALED IF—D NALN RACE USING 1-11 NAILS AT EACH CQUfR R06NGCEM@? SHOULD ff A—ED TO ALL SHNO.E SIXES NEARTHE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT CENNG NTHE ROOF SIEATHING SIZE THE CRENNG N ACCORDANCE VIRH THE REC—NDED N SEVERE WEATHER COASTAL CWSTRUCTDN ZO,EB CHARTSHOAN N THEEVENTAMECIWNIULVENTFA IS USE o.S THEVENT—INGNACCORDANCEWTHI VENT FAN MANUFACTURES PPING.-NIECHTR INSTRUCT— DONOT CUT NTOTRUSSES CR RAFTERS WREN CUTTING THE OPENING IN THE RCOF RE� NTERFERNG SHNGLE NALS AROUND THE RERIMETEROFTHEOPENINGSOTHATTHENALING .E 6 THE VENT LAYS FLAT TO THERCOFSHEATHNG SLOE HE TITANDSDE ANCE 6THEVENTUPANDUNDER SHINGLES THESTHESOTfOM VENTFLAECESTOLAY CN THE TOP THESNNE ROOF HOOD VENT DETAIL art AP At Y* ANd1tlLE rrowm r art N NdtlNMAP LINE OP OOCW owo" "I'T" ®NOMYRAr OVER SNEAT/E/S ONO! MD STD HALL to>•ORARLY — POW -LIP I SOAR NOWSYRAP (OR TLKX RAP UNDOW Al MEAD POLO MdIS�S N AT JA'M A � � I !LOPE SA1 RD. TO EXT19am \ STEP 1 STEP 2 exreD PLAONNb , PLDtELl PSN LANO DO NOT SEAL EOTroM PIN STEP 6 STEP 7 ABBACY PIASTC CEMENT _0 AROUND BASE OF PPE AND DIER FLANGE AL VIN PLIDIaIO W W. ED" OP NLL RO. I'lONANfJLLT PASTl1 PANED EDGES.(CAP NALS. VLAPLM) NSTALL DUPCP:T PLEMIRAP ASTI PLASNNS AT TA PLUMBING VENT DETAILS SCALE. Nro r MALM AMSS AM IPPLT TO Romp" LANE N ,IR-wNCJ NLED OR SDE ADHESIVE - WELE PI.Am"m vm ow DAP ECTO-IISAP WPv, WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 34WIDE VALLEY Fl. 91M1G 5M OR HEAVER FRT UNDERUYMENT ASRIALT OCFNG CEMENT S OF CEN1EiM1NE EMRAFASTNEASN ND aF SIRAE MEND w'SHN(LE vT LEAST 12ffVGID ALLE,CENTER 'CLIPPED 6F C(RNER AT _DECREES i �SHINGlE9 TRIMMED SRADK - FROM vAl1EY cwTERLNE IT IB THE CONTACTORS RlSPONS L.TT TO MEISrr ROOF VALLEY DETAIL TIE DOT. 69ALA Q.LL P1ADWI» NOLID/O TM COMAR SEALAN P . SRFA0=10 N Mrs RMIINO MATWALS IEEo DU IM Q"T1Q1GTIM . INSTALL ALL MATERIALS P411! MAMPACTURIr NOTTEN SPECIPICATI@E SEALANTS MAY TRACT ADVlIRELT r NOT AITELL CLEM AND REAL JAMD TO SILL JOINTS WTTM DOW 11" POLLC%*4 COMPLETION OF EXTEMOR RETROFIT WORK - - CKdF.L REPAIR xNErIE SNOIMV 64NAI.L DE MPLEMENTED AT ALL WINDOWS WITW EAD04CE OF SLATER INTRISION OEL.OU 71 E WNDOW OPENING NTHRIOR PERMETER OF WINDOW YATN SEALANT APPLY CO NIII (O SGUAU SEALANT A PLUG APPLED rLAGNNG,(LA .0 SASR-SEAL IEC-N OR Ki:ALA SLOPE SILL TO EX III&ML I. rt M TIE CONTACTOSM R.SPONSIOILTY TO VERr1' TIE 0"ATSILITY OP ALL PtiSODUCTS NOLIDM SEALANTS A SELP•ADNOOId RASNNo MATERALD USED pwS1D CONSTRCTION 2. PLAOWNS AT EXTEROR WNDOSS AND DOOR OPSNNSS MALL SE SITALLED N ACCOMAICE UTN MA "ACIURRb INSTALLATION NSTIECTIOSI AND APF%%PVED rETDD U OrEC PRIOSA U N ACCOImANCE UTII PMSTRATICN MANrACMIN" INSTALLATION AND PLASNN6 wTRCT1OK SISRISnI SEALANTS MAY TRACT ADVERMLT F NOT Cq•l,ATRL! WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS Eq I 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-7748078 FAX: 407-7744078 wW W AbAMIBE1group.COT AA S: 0003328 O g O E uj W sysaiv s i ABBOTT PA RK L4 BLK. 7 PEOJWT# 04181.000-44071 aw ZA E401 "2828-ENSLEY" MAaAMs XWO M: LEFT PAMZ: WALL ASSEMBLY DETAILS 160 MPH E . C 2x6 SUB-BANb W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE P` I\ 1/8' TEXTURED I FINISH • WOOD I �� 2X6 SUS 1/2' TEXTURED FINISH • CMU METAL FASCIA \� WRAP)J, FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) VS' TEXTURED PINION • WOOD. V1' TEXTURED PIN1114 • CM METAL LATH F- SWEATWWG on Cm UPS LAYER 1, STUCCO WRAP(PRAME ONLY) WRS LAYER 02, FORTIFISER SUILDWS PAPER - U_(PPLAME ONLY) RooFn+G CEMENT DRIP EDGE © PLAN B (,{ METAL KICK OUT \\ NOTE: NOTCH FOR 2Xro \� SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \\ \ROOF DECK (BEYOND) \ `\ DRIP EDGE, I' OFF WALL ` NOT INTO STUCCO) \\ 1 1 \ �-1/8' TEXTURED FINISH • `\\�\ WOOD, 1/2' TEXTURED FINISH • CMU - 2x6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®E L U)a,T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS b'-8' O.C. MAX. 2x SUB -BAND Wll0 'x4' NOTCH • END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK— OUT kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. 14' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wllp 'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdoeigngroup.com AA R: 0003325 h W U aysa:v Ott RAT: ABBOTT PARK LOT #44 BLK. 7 FROJwT/: 04181.000-44071 moasrs E401 "2828- ENSLEY" GARAO! awINO: LEFT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 24 PRINT 09 zi 21 DATE: / / scAI.E: 1/4"=l'-0" SHEET WA6 4' CONC. 0'- SLAB TOP OF SLAB § °4 Y 3 -0' z B'-d' h/ 0 FILLED CELLS 4 ® 18' O.C. MAX LINO U 0 I �1II 4"PVC CHASE b N Im i� UP TO 2ND iI� FLOOR (FIELD u i VERIFY EXACT �1 LOCATION) II 0 V I 5 3'-r W 0 O I I I Im I� I I 1 LFM-i8x1�— EM A TE1 4 CONC. I SLAB 5'-0' FM-18x18 IF Iw Ow of ya aL -- EXTEND FM-47-8 -- SLAB 1 1/Y a � 1 .v 33'-11" I 0'-0" FIN. ELEV. FIN. CONE. SIAB N3 BARS 6 co T-0" LONG W/ 10HOOK 18' O.C. EXTEND I I SLAB 5 IT V 1 1/2" 1' PVC CHASE 8 FOR ELEC. 1 Z ISLAND I v I ii ii rL I N I I I� x— � I ILj FM-20x18 —4 27'4" II W I. 1. FM- XTEND F,-24X24 118-is SLAB 1 12" I %+ I 4" CONC. �� L w 3" � STAB awl l3 1/2-14 N al I I _1 --- _ mI T FM-12x18 ® Z I 1 1A Ili I � I 1. 1.1 U O U, L — —� FMM=18x18 J LL 9'•8' 19'4' 5'-8' - 1 FOUNDATION PLAN SCALE: 1/4" - 1'-0" 3'4" b FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE -44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONE0 OTHER W SE. 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. B. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWNGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED VVRH THE WINDOWDOCR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWNGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWNGS FOR VVALKVVAY SLAB LAYOUT. 11.[]NDICATES,tS BAR, BNDICATES OB BAR, EDICATES 67 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 (M5 = 30', 05 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,00CPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWSE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERW SE 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 WTH TMS 402A502-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH TINS 402402-16, USING: Fm - 2.000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O)C MAX. SEE PLAN FOR WVW SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx8 WI 4xWIA OVER GENERAL 3 12' B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W LEG EACH WAY. MARK W DTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 19' - 2 #5's • d1P FMC-12x18 12" CONTINUOUS 1S" - 2 45's MS IN CURB VARIES FM-I6x18 18' CONTINUOUS 19" - 2 •5's (•)d-d' FMC-18x18 16' CONTINUOUS 18" (2)45b #51N CURB VARIES TE-1 8" SEE PLAN 8' (1)45's RS IN CURB CW-12112 12, CONTINUOUS IT (2)05's (2 #5's CWC-IZ02 12' CONTINUOUS 17 (2)AS's 2)#Ss 151N CURB F-24x24 24' 24' 19' (2)4l5'c (2)fSs M FMC-20x18 2d' CONTINUOUS 18" (2)45b FM.20x18 2d' CONTINUOUS 18' 2 #5's F1-24x24 24" 24" 12' 2 N5b 2 85's - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774-4078 wsvw.ebdm4o roup.wm AA 0: 0003328 4 q Q Ww U a sumly aLoIn ABBOTT PARK LOT #44 BLK" 7 PRDJMCT# 04181.000-44071 HODala E401 "2828- ENSLEY" 0AILA03 •WINO: LEFT PAON: FOUNDATION PLAN V.160 MPH EXP. C 4 PRINT 09/242/21 DATE: SCALE: 1/4"=1'-0" SHEET sl W MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED I STEEL REINFORCING IN GROUTED • — r CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS <_ -I CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS p ' v,• a� a Il 1 '. r• _ _, ,ram GARAGE DOOR I. p p RECESS 8A 014 • - r FM 0 • 8" CMU WALL 8' CMU WALL I • �� CORNER BARS, SAME SIZE AS LARGER BAR I B' 6 , IN FOUNDATION WITH 30' LEG EACH m m +- •I a WAY AT ALL CHANGES IN DIRECTIONS • - - - - TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS �• - �- �, MATCH AMOUNT OF CONTINLXJLJS BARS •I CURB FOR •� SEE SLAB SCHEDULE a BAR SIZE 48 BAR DIA 1-1 VARIES• • • 1( • SEE SLAB SCHEDULE TOP OF GARAGE I I� CONTINUOUS STEEL MONOLITHIC •�_WHE. C MASONRY UNITS SET EXT. PORCH SLAB 4' CHAMFER (I -STORY) W/ 112" ISOLATION • ,• •3 18' 8" CHAMFER (2-STORY) EXT. PORCH SLAB I 4" CHAMFER (1STORY) W/ 1/2" ISOLATION -T FOOTING REINFORCEMENT SEE SCHEDULE :p \aF/ AT ELEV: 0 0 JOINT (WHERE ♦ • •4 24" APPLICABLE) SEE SCHEDULE •5 30' l • 6" CHAMFER 2STORY JOINT(WHERE • i ( ) APPLICABLE) 4. SEE SCHEDULE ANSITIONS ARE MADE FROM FOUNDATIONS HAVING 3 WXD, BAR 912E � �'� FOR W<°, 84R SIZE � DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AFORND ti AND BAR QUANTITY AND TAR OUANTT' NUMBER OF BARS Oe. 2 TO 3, PROVIDE 2 BARS), UNO •7 42' }' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAF:34"=1'-a' 2 SCALE:y4"=1'-n' @ GARAGE CORNER BARS DETAIL 3 4 DOOR OPENING SCALE: 3/4'=1'-P SCALE: 3/4"=1'-0" (1) #6 REBAR VERTICALLY W CONC. ;y POURED CELL SO 6 8' CMU $ S #4 REBAR @24" O.C. ® CENTER OF STEEL REINFORCING IN GROUTED SLAB CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a I f NEW REINF. BAR _ SECURED W/ 1, PART s _ - 2" CAPPED q I IY 3 EPDXY. MIN. EMBED 2 6 GALVANIZED PIPE < 8", LINO ' 4• 4 W/FLANGE ® BASE � C, F OLLOW ALL MANIF h I ' CONC., REINF. W SP I ECIFICATIONS FOR o N IF NO" 10LVN hIYLENE f I?i AND PREPARATION OF g 8' CMU WALL -MIL PUSE 4• 4, HOLE. w _ VAPOR BARRIER ON i + •II 1 WELL -COMPACTED SECURE FLANGE TO 7A TOP OF SLAB LAB CLEAN FILL TERMITE • SLAB W(4) 1/4' X 2 1/4" •? I • TREATMENT SHALL BE a TAPCONS �• SEE SLAB SCHEDULE S BORA-CARE (2) CONT. 94 REBAR Qa 4"CHAMFER(1STORY) i z - "ISOLATED" COLUMN PAD • , t 6- CHAMFER (2-STORY) b 4 CENTERED UNDER WALL AND POURED HSL� V WTH (2) e5 REBAR ON CHAIRS • - -'�- FOUNDATION AND • j SEE SCHEDULE 2,000 PSF VIRGIN SOIL OR 95% FOR W,DMR SIZE AND BAR QUUAN11Y 12" MIN. DEPTH INTO COMPACTED SOIL VIRGIN OR ENGINEERED SOIL H SLAB HEIGHT LESS THAN T-T pEp pLgN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP BOLLARD MONOLITHICFOUNDATION7 FOOTING AND COL. PAD FOOTING W/ BLOCK WALL 5 SCALE:314"=,'-D" 1A LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 1Ed COMMON NAILS, 2-ROWS, 4" O/C BIM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W PLAN AND NAIL W/ 16E COMMON VERIFY HEIGHT 2x4 OR 24 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4"O/C BTM. LAP TO OCCUR OVER STUD OF WALL W PLAN WALL W/ SYP N4 2 STUDS SEE 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W170E MASONRY BTM. PLATE TO BE PT. SLAB W/10E MASONRY NAIL NAIL 12' O/C STAGGERED. PROVIDE DEL. TOP PLATE 12" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL POURED LINTEL CONT. (TVP.) CONNECTORS NOT REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO '�p•. 8- CMU FILLED CELL (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. 2X WALL FRAMING SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS S SEE BLAB SCHEDULE MINIMUM EMBEDMENT INTO [SEE +- 0'-0' GROUTED CELL, 4" FROM ENDS AND TOP OF SLAB._ + 16" O.C. VERTICALLY MAX 70P OF SLAB e • s' C F SEE SCHEDULE 4 " ED. EO. SEE SCHEDULE AND MRW`DBARSI2E AND BAR OUANiT' INTERIOR FRAME BRG WALL TO FOR WXD, BAR SIZE SI AND °""°""""`" BLOCK WALL CONNECTION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL 11 SCALE 34-' 0 9 (NO UPLIFT) 8 SCALE 34"=1'-P (NO UPLIFT) .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W Abd•Ngngroup.com AA M: DOD3325 r Q ° W U a IP IUNDIV 89 Wlh BBOTT PARK LOT #44 BLK. 7 AO"=T/ 04181.000-44071 MODZU E401 "2828—ENSLEY' OA AG3 saaro: LEFT PAdIC: DETAILS 160 MPH EXP. C 21'4' 20'-0' 17'4" 14'-0' 1 P-2' 4 2' b iQ Y m m '9 N Y m N Y N N m Y 101-W FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-T 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 w .abdes4p*mup.wm AA N: 0003325 Q K. U y 0 A a O a svaaiv. a. LOW ABBOTT PARK LOT #44 BLK. 7 P1ROJMCT# 04181.000-44071 MODsU E401 "2828-ENSLEY' GA AGZ BVIDM: LEFT P"PIRST FLOOR DOWEL PLAN 160 MPH EXP. C TIE VERTICALRES R TO HITKXJAL W/1PHOCK /E.__A. GROUTED BOND BEAM 71E VERTICAL REBAR JC VARIES PER ELEV. a • 4 _ O -a a TO HORIZONTALy- REBARW/iP HOOK GROUTED BOND BEAM C� VARIES PER ELEV. • ' 05 BARS • ( a . o 10" HOOK C CLEAN OUT REQUIRED r- • ��-1 4 FOR INSPECTION ' FIN. FLR . . j4; .• TIE ERTICREBAR A AL 4, b • TO HORIZONTAL El4 REBAR W/ 1P HOOK BAR SIZE 48 BAR DIA ]F J #3 IT #4 24- 24" CMU UNIT DIMENSIONS OFFSET METHOD HORIZONTAWERTICAL CONTINUOUS METHOD BAR SIZE46BAR DIA #4 24 %5 3P #5 30' #6 38 #7 42• HORIZONTAWERTICAL bARE NOMINAL SIZES o'l MASONRY SYMBOLS 'K 3 SCALE'. 314"=1'-P �� REINFORCING L REINFORCING SCALE'. 3�4"=1'-0' ;� ;� I SCALE'. 314"=1'-P NEW REINF. BAR SECURED W/ 2- PART EPDXY. MIN. EMBED �] 6", UNO i < "'o FOLLOW ALL MANF. I SPECIFICATIONSFOR USE AND w PREPARATION OF HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE. 3M"=1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-774.4078 www.sbdssWigroup.mm L AA #: 0003325 , O 4 yQ W Q a Ll :A W x 0 mo aunDnr. as LOTS ABBOTT PARK LOT #44 BLK. 7 PRO"WTa: 04181.000-44071 Woaau E401 "2828— ENSLEY' GARA0a STIMM: LEFT PAO=: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OFAFG-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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 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 Q 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE�PTM REMARK O 1 (2)2X6 BEAM SCHEDULE INDICATES OPENING BELOW / TO = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O = THROUGHOUT MARK DESCRIPTION rc (P.) SIZE Wg REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Sz16 (1)1Y5 (i)NS N/A GROUTED SOLID BB2 MASONRY 3000 6.8 (1)05 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesoi&oup.com AA M: 000332E J W � A pZpSS 1pg1 yC� yApQ1 (�AS�j 66 O Q U Q 8C al ,,I I I I L fA sUDDIV 89 LOT'BBOTT PARK LOT #44 BLK. 7 PROJECT/► 04181.000-44071 MODSIA E401 "2828-ENSLEY" GARAGE DWDFGt LEFT PACE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EM C SE L 1 �NO� PRINT DATE 092221 / / scALE: 1/4"=1'-0" SHEET JL s2 05 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10" HOOK — 3P TVPXAL 15 BAR IN BOND BEAM — OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE. 3/4"=l'-Q' I-05 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W STANDARD ACI HOOT( CORNER BARS 3 AT CORNER STEP SCALE. 3/4`=1'-0' y UV • • �,s� F = FILLED W GROUT NOMINAL U = UNFILLED WIDTH ♦ OF NS'S, BOND BEAM COURSE 16-1T/1�/cB NOMINAL �� HEIGHT OF N5'S, TOP PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 6 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - i TH M.OB INDICATES A DOUBLE BOND BEAM Y OF A5'S, BOTTOM AND XFXX-1TgM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1TH MIDB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TAMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE CAST +A3 1N` h WINDOW SILL Z g SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/r=1'-D' SINGLE 000RNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL - BOND. BEAM PRO EACH SIDE VIDE t5 BAR STEEL REINFAT. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 scAle 3/4•=r-v NOTES TO THE INSPECTOR/CONTRACTOR 2. IF BOTTOM STEEL 1. PLACE LINTEL ACROSS TOP OF OPENING IS REQUIRED PLACE>r5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. /. THE LAST COURSE WILL BE A BOND BEAM WITH (1)05 BAR CONTINUOUS ARWND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE 5. SHOULD THE DOU BOND BEAMS WITH A!5 BAR IN EACH COURSE BILE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND B REINFORCING FOR T EAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL HE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 10' DEEP. TVP. 9k8" BOND BEAM 1N5 TVP. 8'k1B' b BOND BEAM 8 x18 DBI. BOND TOP OF BEAM W/(1)Y6 BOND BEAM EACH COURSE 8z8 BOND BEAM p :OF W/(t)IIS BM BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 BzB PRE -CAST CONCRETE LINTEL W (1) xs BAR (L2) LENGTH OF BAR = WDTH OF MASONRY OPENING-2. BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS woaoesm FAa�avACNB a =r MIN, z}'MAX s, = 2 t' MIN, S" MAX Wm a =1 }' MIN. 2+}• MAX ea = }' MIN, 2 MAX q=r MIN,2}'MAX = 2 }MIN, S" MAX 4 =1 }' MIN, 2 }" MAX MIN, 2 }' MAX tl, =2' MIN, 2 }' MAX R=2}MIN, 9"MAX }' MIN, 2 f" MAX <_ }MIN, 2 }' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 ?OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: tl. ENDDISTANCE e. =SPACING BETWEEN ADJACENT FASTENERS INA ROW .-SPACING BETWEEN ROWS OF FASTENERS b =EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REA011N BLVD. LONOWOOD, R 34700 PH: 407-7746078 FAX: 407-7744078 wwwsbd•slgngo LLp.eom L An x: 000ssn me r A r Q � 0 lppy�pq1QgQ Q 0 Mm v aysaiv ac Lo'D ABBOTT PARK LOT #44 BLK. 7 PnOJ)mCTLv 04181.000-44071 Moas:. E401 "2828— ENSLEY" owiRwoa awixac LEFT PAG>c: DETAILS 160 MPH EXP. C PRINT 09 22 21 DATE: / / SHEET S2.1A "LOT'rS 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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 areas 161 l tt Irros tt TYPE LENGTH 8/8 PLAIN 818 SOLID TYPE LENGTH WIT W6•tr matt 81z4-IT WAS -IT 8132-IT 61618 61rn 1Tn 1Tn ttnri 1v1 elazr 6/16 27 6120-2r 624 zT arm 2r e13z 2T 3'4' PRECAST 1438 652 3114 4217 5321 6426 7531 3'4' PRECAST mg 1024 3'4' PRECAST Im 304 4304 5263 6132 70D1 2465 6113 am 7706 9m1 10000 160 3524 4394 5263 6132 7001 W-T PRECAST 1065 700 2305 3125 3946 4765 5567 4'4r PRECAST 514 763 V4r PRECAST 1383 30M 3815 4670 ISM am 1961 0113 7192 OW 7627 8761 1383 3000 3015 4670 ISM W79 4'4• PRECAST 619 633 1770 2400 3033 3006 4300 4'4' PRECAST 398 591 4'4' PRECAST IW772M 3375 4043 4711 5m INS 5743 7547 am 6541 7686 1207 3375 4043 4711 5379 S4' PRECAST 931 1247 1009 2580 3123 38se 4249 S4' PRECAST 411 411 5'4• PRECAST tole 2374 2944 3513 4084 1319 4460 7796 TN2 ISM am lots 2838 3m 3961 4084 5-10' PRECAST 817 1024 1831 2000 2640 3m 3470 5-10' PRECAST 340 339 5-10' PRECAST 009 1971 2143 2975 3387 1161 3803 58" am 6548 677a 920 2503 3107 3820 4133 84' PRECAST 1130 3227 3031 3707 4=1 cool �� PRECAST 410 721 8'4' PRECAST 635 Ism Im 2332 2709 Ila 3227 45M 7054 10000 6825 835 1111158 2320 2780 3251 3712 T4' PRECAST 570 ow2490 22D5 2696 3191 3e66 T4' PRECAST 303 534 T4' PRECAST 718 90o 1181 1402 1743 20M 93e 240 ISM 4814 7067 6472 rn 104 2A25 NO 2827 =M ww PRECAST 428 033 1503 22% 24e1 2618 2021 V4. PRECAST 192 384 rot• PRECAST 454K406 767 we 1120 I3Io m 1474 2296 3081 4000 4699 572 1643 1889 2164 2519 10'4• PRECAST 388 467 1247 1767 1904 2163 2028 104• PRECAST 151 301 10'4' PRECAST 386 612 755 !09 1042 560 1407 107 2781 3222 378/ 504 1472 1763 1710 Im 11'4' PRECAST 330544 u12 I742 2252 268e 3630 11'-4' PRECAST 132 417 11'4" PRECAST 4- b30 e63 777 6725w 1312 1742 2262 2M 3552 466 1372 1643 1470 1710 12'-0' PRECAST 308 597 1210 lm 2048 2568 3191383 12-0' PRECAST 111 370 12'-0' PRECAST 476 567 age m 607 1210 1596 2048 2588 3171 440 940 1900 1660 1914 1476 13'4' PRECAST 270 433 1045 1305 Im 2157 25M IY-V PRECAST 82 208 13W PRECAST me 303 303 484 575 646 414 1045 13M 1732 2318 28M 398 m 1057 1312 1071 1203 14'-0 PRECAST 254 300 m 1m lam I= 2m 14'-0' PRECAST 71 293 14'4' PRECAST m m no 40 ate m 300 978 1m 18m I= 2369 378 717 gel 1192 975 1133 14'4' PRESTRESSED N.R NR NR NR NR NR NR 14'4' PRESTRESSED N.R 283 14'4' PRESTRESSED249 230 422 an an 746 bay 468 Ion 1429 1624 2277 2712 003 960 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'-4' PRESTRESSED N. 252 1ST' PRESSED 224 367 464 574 064 m 412 1014 1340 1703 2118 2513 230 616 on 1134 1353 1572 1T�• PRESTRESSED N.R NR NR NR NR NR NR 1T4' PRESTRESSED N.R. 189 1T4• 167 328 385 461 sal ON 300 s56 1121 1413 1730 2047 im 5m 720 501 1135 1312 IV-4" PRESTRESSED N.R NR NR NR NR NR NR 19�' PRESTRESSED N.R. 148 19'4' PRESTRESSED236 162 2" 346 430 513 505 738 ON 12A0 1467 1716 166 429 62t e00 950 109e 21 d• PRESTRESSED N.R NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21'-4' P 142 219 308 381 464 527 tea m m 1038 Ilse 1488 142 373 537 m SIG 943 2Z-W PRESTRESSED N.R. NR NR NR NR NR NR 27-V PRESTRESSED N.R. 116 274r PRESTRESSED 137 226 200 360 42B 497 165 550 784 992 1203 1381 137 356 513 e59 779 900 24'-V PRESTRESSED N.R. NR NR NR NR NR NR 24!4r PRESTRESSED N.R.91 2dr4r PRESTRESSED 134 174 245 302 30D 418 120 450 054 =4 1014 1147 124 1 319 14MI581 IOU IM - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2D15 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 w .abdmWWoupmm AA l: 0003325 o � 6 unDiv. a LAT: ABBOTT PARK LOT #44 BLK. 7 04181.000-44071 1[ODEL E401 "2828— ENSLEY" OA1tAO3 s11RNO: LEFT PAGV. SAFE LOAD TABLES %160 MPH EXP. C REF p � 2021 lW A. NO9QUd�(CR0 PRINT 9 J DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W (9)10d x 1 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: S IMPSON HI OA OR LGT2 W/ IOd x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2.4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WTH WASHER Q 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 EXCESSOF2,5DOLBSSHALLBE FABRICATED W/ A 2x6 BTM. CHORD(MIN) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r- — — — — — — — - FIRE I -MI�IsT L— — — — — — — — J 3/4' SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIEW �pyNl PRE-ENG. FLR. JOISTS 3/4" PLYWOODI DRAFTSTOP PRE-ENG. FLR. JOISTS 1�1 2X4 NAILER FOR DRAFTSTOP 314" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-O' WOIST HU48 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdes*kgroup•com L AA N: 0003325 8 W u u h ; �W9 O Q OUND:v & LO n ABBOTT PARK LOT #44 BLK 7 PROJWT/ 04181.000-44071 MODZU E401 "2828-ENSLEY' GARAGN BWtNO: LEFT PAGZ: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C PRINT 09/22/21 DATE: SCALE: 1/4"=1'-0" SHEET S3 A-(1) SIMPSON HETA10 TRUSS ANCHOR WITH (9) 1Do x 1 2' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WRH (12) 16d z 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHCVMl) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d z 3 j" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 } NAILS TO GIRDER 1 x2, 2x WOCO FASCIA SEE ARCHITECTURAL 2x SECURED W (3)16d GALV. COMMON NAILS. 1x2 SECURED YV 10d GALV. COMMON NAILS 12, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFtWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE. APTSYPE27x4", 6", 8" x 4'-0' MAYBE ADDED W/ IDo NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24.OIC, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U2706 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE:34"=1'-P SECURE I -JOIST TO TOP PLATE W (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE KRIES MOIBtiOOI P�JOa� 45M 3/4' WOOD PANELS 6000 (2) 12' WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR CLUED AND SCREWED AS PER SCHEDULE PRE-ENG k.OIST 5/8" GYPSUM BOARD OR 1/7 HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2• GYP. WL BD. SECURE BT. PLATE TO SLAB W/1 Od MASONRY NAIL 17 O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION @ L.B.W. SCALE: 3/P=1'-P (NO UPLIFT) OTCH DEPTH 1/4'D q E >5/B' METER L. STUD OUTER 1/3OF SPAN ONLY HOLE EDGE>W BTM.HOLE DIAMETER PLA< 15'D DBL. STUD AND BORING LIMITS 6 SCALE 112•=1'-0" ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA10 TRUSS ANCHOR WITH (9) 10d x 1 ?NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED % (3) 1Bd GALV. COMMON NAILS. lx2 SECURED W 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' or SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP4'22'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' OIC TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t x 5" TITEN HD TO CMU AND (12) SDS }' x 2 ? TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2)� x5"TITENHDTOCMUAND(18)SDS tx 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWWS WITH (2)} x 5-TITEN HD TOCMUAND(18)SDS }'x3" SCREWS TO GIRDER (EACH TIEDOWNI) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3286 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LSS (2 PLY MIN) C ALLOWABLE UPLIFT = 8865 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE 34=1'-O' mm swaR CX THO M 4500 3It' WOOD PANELS 8000 (2) 12' W000 PANELS 80 (2112" WOOD PANELS W 2x LUMBER LSTA12 20 GAUGE W/ 10dx12 HDG COMMON NAILS. ® EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/5/WA.B. WITH MIN. 7'EMBEDMENT TO SLAB & (18) 16d x 2-12' NAILS TO POST. POST TO SIT DIRECTLY ON SLAB LVLNVOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314"° KEDGE-BOLT/JAOLT, 5"MIN EMBED (14) 10d GALV. COMMON NAILS TO HEADER FLIH7241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/JAOLT, 5' MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL%17241 C - SIMPSON MIU3.-16 G < 2900 LBS, U < 210 LBS W (4) 3/4-KEDGE-BOLTM-BOLT, S' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1,7 GALV. NAILS TO JOIST FL4117241 D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W (8) 3/4- KEDGEAOLT/JN30LT, S" MIN. EMBED (18) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FLa25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W (8) 3/4- KEDGE-BOLTU-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10md-12" GALV. NAILS TO JOIST FLY17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3(4'=1'-(r' B-0' MAX (1W1X4) 11 OR 10'-0' MAX(vwzy") MZ. R 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. K 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 114" x 2 1/4' TITEN 2 ANCHORS TO CONT POUREDLINTEL a 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 114" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL lx4 DIAGONAL BTM CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7 COVER & ]APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR BTM. CHORD BRACING PERPENDICULAR TO I -JOIST (2) 2X12 24" MAX. W2C MAX. W 6' MAX. END SVP P.T. OF SHEATHING JOIST JOIST SPACING FRONT SEE FRAMING PLAN ) TYP TYP LEDGER >� * • • LEDGER �k-- >{�- bs 25 • YENDOFE�I BOARD Lx� bi i_ (2) 2X12 SYP P.T. (21 3/4" EXP. BOLT -x LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR - BE USED PERPENDICULAR W/ 2- WASHER & 5 12' LEDGER WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X9 OR 2C MAX MN 24' MAX. ft S- MAX. END SVP. P.T. OF SHEATHING SEE FRAMING PLAN IJOIST IJdST &PACRJ(i TYP. TYP. FRONT ji LEDGER ,�. w END aF LEDGER w 2-,y b 3 d • • BOARD a i' 2X8 SVP P.T. wl4" • TAPCON ?`Y b s LEDGER BOARD TO WI 3' MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER s TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8"ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'.T 3, ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER I N DIRECT CONTACT (REAR LEDGER) WTH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE 13OLTSIZE W LIAR GENMMICM A DOUBLE SYP 2X8 1 1/4' 1 9' 24.O/C MAX B DOUBLE SYP Z112 1 (2) 314" 1 9' 24- O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4' x 6" TAPCONS W MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J430LT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL(I-JOIST) SCALE. 3/4"= _ (2) 2X4 No.2 SYP DIAL. - BRACE W/ (3) 12d ® EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'.0- (1) "X" BRACE 30'-1" TO 60'.0 (3)'X' BRACE (1) "X' BRACE 0 CENTER (2) -X- BRACE DIVIDED EQUALLY FROM CENTER TO END. 2X WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0- O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BILK W 12" DIA ANCHOR BOLT W 7' WASHER SET IN HIGH STRENGTH EPDXY O" MIN. EMBED. AT 37 OC MAX SECURE GABLE TO 2.8 P.T. PLATE W 12d58' O.C. MAX CONT. 2x4 SECURED W (2) 10d's a EACH TRUSS TO BE INSTALLED Q 10`0" O.C. MAX BLOCK WALL W/ GABLE END ` PRE-ENGD TRUSS SCALE:34'=1' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL(F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS WE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBIECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F, AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 •o n O V C mi sD:v as w ABBOTT PARK LOT #44 BLK. 7 Pm0awTa1 04181.000-44071 WIDDZU E401 "2828—ENSLEY" 0AAA0E ewUM, LEFT PACM DETAILS (I— JOIST) 160 MPH EXP. C L 4 ( E 09/22/211/4"=1'-0".1A SIMPSON HB W (8)8d COMMON NAILS STUDS SIMPSON HB W (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SLATES STRAPS IJOIST LVL PLATE STRAP9 W 10d z 1 1/2"HDGNAILS WALL If FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=T'-0" M8 WOOD SCREWS x 2" LONG Q 3" O C,: STAGGERED AS SHCV N DBL. 2X8 SIP - LE—R. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A S"CMU WALL REINF. PER PLAN t1- �' X 8" TAPCONS PER ELEVATION zI'- T (SEE _ FRAMING PLAN) �^ RELEVATIONP 2x4 P.T. CEILING 24- MAX NAILER W MASONRY NAILS Q 17 O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL ;Y8 WOOD SCREWS x 2" LONG Q 3" O.C.; STAGGERED OFF CENTERUNE B" CMU V1WLL _ 3/4" AS SHOWN REINF. PER PLAN 1.�. PER ELEVATION y3� O , IJpBT (SEE _ FRAMING PLAN) V TI (2) 2x4 P.T. W £� DBL 2X12 SYP /'2 LEDGER. SEE MASONRY NAILS 2 .. Q 12' O.0 BOLT SCHEDULE, 10/53.1A 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 scALE:y:=1'-m PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES TOP AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG'D WOOD SEE SCHEDSTRAP SS ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) Q 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER EL VATICN BRACING. SEEPLANFOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRAl6 TO TOP PLATE 5/8" GYPSUM BOARD OR 12' HIGH W/ 1/2" DIA. ANCHOR BOLT W 7 A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS WI (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY B' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 370C MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FLR17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COl1RSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPM4 OR SP/16 BTM 12" GYP. W_ BD. 0 AND TOP PLATE ANCHORS W 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W CONT. 2x4 SECURED W/ (2) 10d's Q EACH FILL ALL HOLES, 00 NOT USE 1/2"x9" WEDGE ANCHOR WIT 10d WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED Q IO-0"O.C. MAX x3" EPDXY 5-1R" EMBED. MIN. Q 16" 10a 10b 10c OC MAX SCALE: 3l4"=1'-O' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °• 8 TRuaTOPosTCONNECTION SCALE 3 4"=1'-0 • a• A - SIMP8ON M A2 U < 990 LBS W (14) 10d GALV. NAILS. • a B - SIMPSON HTS-20 U < 1310 LSS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W (18) 1 /4"x3"SDS, (1) 5/8— A.T.R. TO HDU4 AND (10) 1/4" X 2 1(7 SDS TO POST TRUSS CONNECTION @ L.B.W. PONT TO SLAB OONPEC7IDN A&B - SIMPSON ASU442 POST BASE <U'.1.900 G:Se60 W &6 DIA x 6" EXP. BOLT SIMPSON ABU482 POST BASE <U.2,300 G: 10.335 W 518 DIA x U'EXP BOLT C . SIMPSON HTTS POST ON SLAB <U:4,585 W/ S/e"AB. WTH MIN. T' EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAIIS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmkgngroup.com AA D: 0003325 W U Q 111111 O I IN 0 W f 0 `I iUDDIV. a Loln ABBOTT PARK LOT #44 BLK. 7 P1�OJSCT* 04181.000-44071 MODZU E401 "2828—ENSLEY' GAR Os OWING: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C VTCR SPACING (1) AT EACH END ViCR AND 6'-O" O.C. MAX. \ ,�Ilj , 5551 \ \ \ \ .I \ o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE N.T.S. S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 w .sbdesl8n8roup.wm AA N: 0003325 h a O u 1pQQ1 1pQg1 3 g Q ypQ�(] U CAQ�Q]1 Q y�� BC Q C SZTSDIV. It LAT. ABBOTT PARK LOT #44 BLK. 7 paoiso o 04181.000-44071 MODZ e E401 "2828—ENSLEY' GARAGs ewarG: LEFT PALM DETAILS 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1/4 = l'-V 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-77446078 FAX: 407-7744078 www.abEeHgngmupmm L AA 1: 0003325 � � p V M lu `ny 9 naayss yQyCC�� cl ui y� p Q U Q C 11 N W i 0 'UNDIV. S. LOT. ABBOTT PARK LOT #44 BLK. 7 rno" CT# 04181.000-44071 MODlL: E401 "2828-ENSLEY" 0ARA03 *WMG: LEFT PILGM SECOND FLOOR DECK PLAN 160 MPH EXP. C 42 -L WARNO 93AB0 i PRINT DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET S 4 SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" ,1 N. RONALD REAOAN BLVD. L0NGW00D, FL 32700 PH: 407-774.6078 FAX: 407-774-4078 www.abdmQpWoup.com AA 0: 0003325 , ph V � W � Q Z 1�0 1�o 1ja BQ� -LLL j BUNDIV. k LOT. ABBOTT PARK LOT #44 BLK" 7 PIt0J1cTd1 04181.000-44071 HODSIs E401 "2828— ENSLEY' OARAOs 9WUMt LEFT PAOM SECOND FLOOR DOWEL PLAN 160 MPH EXP. C 12 4 PRINT 0 DATE: 9222 / / 1 SCALE: 1/4"=1'-0" SHEET 54. 2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIBVW(9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d It 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 BEARNG (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 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 VWTTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, WITH WASHER ®18' 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 / B.O. L = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER. F.E.S. =FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION () NlxZEM REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 BOB (t)J5 (1)4'S N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)Y5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES T-8" BF8-1T/OMOB BFS-1T/OMOB ------------------------ I 1 I 1 1 I 1 L-----j 1 1 1 1 1 1 8F8-1T/OMIDB 4'-8" U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1T-4" 8F8-1 T/0M0B ,N 1 "' T-0" , 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4' = l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 W W W Abde*W%gT00p.com AA M: 0003325 r 1pgpJJ 14pgpf11 yQQqQq p Q gyQp((�� U Q Q 4 stngDly. as L07 ABBOTT PARK LOT #44 BLK. 7 rieoillmo 04181.000-44071 MODZ:. E401 "2828—ENSLEY' oARAOs swixM LEFT PAOM SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C 2 DA 09/22/21 SCALE: 1/4'=1'-0" SHEET s5 "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH eUe S 61 1 1T 1TW 1T TYPE LENGTH PLAIN 8/8 SOLID TYPE LENGTH WIT Bne-1T e120.1T MAT 8/�tT 813E-IT a !•I8 6-ttn ITn ITn IT11 ITn 8116Z 81"T 02D-2T G124-V V28.2r eW-V 3'�' PRECAST 1436 952 3114 4217' 5321 "a 7531 3 �• PRECAST 889 1024 3'$• PRECAST 1589 3624 4304 52U 6132 7001 2406 e113 e385 770e 9m1 10000 1ee9 3524 4304 52es 673E 7001 4'-0' PRECAST 1085 700 2305 3125 3N5 4785 5667 4'4r PRECAST 514 763 4'-W PRECAST 1363 3060 3B15 4670 5326 6079 Wet 6113 7192 e624 7827 6751 13W 3000 3BI5 4670 6325 6079 4'4r PRECAST 819 533 1770 2400 3033 3006 4300 4'-r PRECAST 398 591 4'$• PRECAST 1207 266E 3375 4N3 4711 5379 IBM 5743 7647 676E 6541 7586 1207 2707 3375 4043 4711 6379 5 �' PRECAST 931 1247 1999480 2680 3123 3896 42N Ste• PRECAST 411 411 S 4' PRECAST Me ism 2374 29" 3513 4084 1319 4 7106 7342 57e0 am1018 2270 283B 33e9 3061 4084 5-10' PRECAST 817 1024 1031 2090 250 3009 3470 5-10' PRECAST 340 339 SAW PRECAST MR 140 1071 2443 2915 3387 1181 3e93 5877 am we 5776 = 2m0 2911e 3107 3820 4t33 8'$• PRECAST 1130 3227 3031 3054 707 4303 5m1 8'4' PRECAST 410 721 8'$' PRECAST am 1201 Ism W65 2932 2709 1130 3227 45e8 7 1DDW 8825 835 1888 23N 2190 3251 3712 Tom• PRECAST 670 e3e 24M 2205 2e98 3191 e6 3067 8 T-8' PRECAST 303 534 Tom' PRECAST 71e goo 1181 1402 1743 M25 on 2496 3406 4864 7 847z 727 104 2025 242B 2127 3229 WW PRECAST 428 033 I893 22N 2481 2019 2621 9'4. PRECAST 192 384 94• PRECAST 464 see 787 946 1120 13W B39 1674 22M 30BI 40e9 JIM 672 Isis 1643 te89 2164 2519 1a-6• PRECAST 388 487 1247 1767 1904 2163 20QD 1a$' PRECAST 1s1 301 1a$' PRECAST 366 466 612 786 no 1042 560 1407 te97 2781 3222 3784 504 1180 1472 I76s 1710 1900 1114• PRECAST 330 644 1312 1742 2252 2006 3030 11'�• PRECAST 132 41 T 11' 4• PRECAST 430 408 630 e53 777 en 644 1312 1742 226E 2Be9 366E 466 1042 1372 1643 1470 1710 12'-0• PRECAST 308 507 1210 I6e9 2048 2686 3191 lZ4r PRECAST 111 12-0• PRECAST 383 3" 476 587 on 78s 607 1210 1506 2N8 2588 3171 440 $40 1300 1600 1314 1476 13'4• PRECAST 270 433 1046 1305 1732 2167 2555 13'4' PRECAST 82 F298 13'�' PRECAST we 3m 303 4N 575 so 414 1045 13M 1732 2318 2e05 396 780 1067 1312 1071 1203 14'-V PRECAST 254 366 979 127E 18m Wee 2279 14!4r PRECAST 71 14'4• PRECAST 270 278 390 443 526 No 300 97e I272 loos 1950 230 37e 717 66I 1102 975 1133 14'$' PRESTRESSED N.R. NR NR NR NR NR NR 14'-8• PRESTRESSED N.R. 283 14'-8' PRE8TRESSED 230 422 W6 82e 746 Bey 468 1079 1429 1824 2277 271E 245 6e3 980 1237 1474 ITS 15'-4• PRESTRESSED N.R. NR NR NR NR NR NR 19-r PRESTRESSED N.R. 252 1514• PRESTRESSED 224 397 464 574 084 79s 412 1014 1340 17m 2118 2513 230 GIG 9m 1134 1353 1572 1T�• PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1T-4• PRESTRESSED 187 326 386 461 Bel 6e0 1121 u13 I73e 2047 leg 506 720 501 1136 131E PRESTRESSED N.R NR NR NR NR NR NR 19'-4 PRESTRESSED N.R. 148 19'-• PRESTRESSED 102 286 348 430 513 565 236 736 959 1200 14P 1716 105 428 823 Bm 950 1006 214• PRESTRESSED N.R NR NR NR NR NR NR 21'-4• PRESTRESSED N.R. 125 21W PRESTRESSED 142 219 30B set 464 527 Ie0 598 999 1038 Ilea 1486 142 373 5s7 ego e16 N3 2X4r PRESTRESSED N.R. NR NR NR NR NR NR 274r PRESTRESSED N.R.118 2Z4r PRESTRESSED 137 228 290 359 42B 497 186 550 784 992 1203 1381 137 356 513 on 779 goo 2W-T PRESTRESSED N.R NR MR NR NR NR NR u,-0, PRESTRESSED N.R.91 24'-0• PRESTRESSED 124 174 245 302 3e0 418 129 450 654 824 1014 1147 124 319 455 581 6B7 7m - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDTTTON, LOTT'8 MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaa(gngoup.mm L AA N: 0003325 O 4 svImlV. ae LOT: ABBOTT PARK LOT #44 BLK. 7 PROJWT# 04181.000-44071 MODRIs E401 "2828—ENSLEY" GARAGE EINDFG: LEFT PAGE SAFE LOAD TABLES 160 MPH EXP. C CEP 2 2' I RCXAND A AR NO 93725 PRINT DATE: 09/22/21 scAi-E: 1/4"=1'-0" SHEET .j S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW(8)10dx 1 1/2 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1l2' HDG NAILS, FB.L 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS 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 P8S38, .177"' x 2 7/8' LONG, WITH WASHER Q 18" 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 Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4' = 1'-P r v 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA M: 0003325 A suaD:v at moat ABBOTT PARK LOT #44 BLK. 7 PnoaI mTaI 04181.000-44071 MODMIA E401 "2828—ENSLEY" GA>RAas BWDM: LEFT PALM ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C 1PRINT 09/22/21 DATE: SCALE: 1/4"=1'-0" SHEET s6 ft ift _ ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •58.50 PSF (68.50) ZONE 3 •67.10 PSF (77, 10) ZONE 2e • 67.10 PSF (77.10) ZONE 3e • 77.50 PSF (87.50) ZONE 2n • T7.50 PSF (87.50) ZONE 3r • 91.80 PSF (101.60) ZONE 2r • 77.50 PSF (87.50) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT:1/- 0.18 ROOF DMPtBtAGM FOR ASPHALT SHINGLE ROOF, USE MIN I DW STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2%4 BLOCKING ALL PANEL JOINTS WIN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STR. SHANK ASTM 10d RING SHANK 21/2" 0.131 F1607 170,000 RING (16-20 RAGS RSRS-03 8d RING SHAM( 2 MIT 0.113 F1657 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK PNEUMATIC 2 3/B' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/' CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT B' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHE EIR BPACNO ZONE 1'. 1 Od NAILS ® 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS E 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS (M 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN NA I S Q A -IOC TGPAB_TTCGEG(FS IN TYP. EXT. SHEATHING ATTACHMENT 33� tl� �o qo i� 8 ®ygyq�` vv�o Eo ;b RAFTER TRUSS OR RUSS R[klF R OR T ■mmmkqhmlmI, 11 �����II 11 ' • 1 I BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1)ADDL DROPPED TRUSS 2.4 e2 SYP OUTLOOKER RAFTER W BLOCKING Q 1 B"O.C. IF NO DROPPED GABLE END, ATTACH 20 02 SYP BLOCKING M 16" O.C. FIRST 4 BAYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING A`8 2" DECK SCREWS ® 8'-6" O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHIOWM ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71h EDITION AG 318A4, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 A14DAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND STALL 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 WTH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES TIME ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDON48. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOOD. DESION LOADS: ROOF: LIVE LOAD FLOOR. LIVE LOAD 40 Pd 20 pd TOP CHORD Hoorn --t 10 pcf BTM CHORD-ncananent DEAD LOAD DEAD LOAD 18 pef TOP CHORD 20 pd TOP CHORD (7 pd MY ASPHALT SINGLES) (10 Pd W W GYPCRETE) 10 pef BTM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Dpd BALCONY LIVE LOAD 80 pd STAIRS LIVE LOAD 40 Pat WIND: DEAD LOAD SPEED =150 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE'. 10pef, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS'. 50pd, PASSENGER VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM. 40pd, SLEEPING ROOMS: 30pd, STAIRS'. 40pd SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH 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 DRAWNGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPNS OF STRUCTURAL DRAW NGS (CONTRACT DOCUMENTS) ARE PROHIBITED WTHOUT 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 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST "%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D1557. 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 FAIUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,ODO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURALTERRACE SUB. CONTRACTOR BULL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACBM34T CONCRETE SLAP SAL NOT EXCEED 5"4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY MATH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9MMM OR MEASURING, WONG, 7 WNSPORRNG, ETC. CONCRETE TICKETS SHALL BE TIMESTAM'ED MIEN CONCRETE IS BATCHED. THE MAXIMA TIME ALLOWED FROM LMBI WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EX ED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS MELD FOR LONGER THAN 90 MMJTES, 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 NOW COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER R 33A R SALL BE AS FOLLOWS. A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUDAT10N51 B FOR CONCRETE EXPOSED TO EARTH AM" WEATHER 1-1/7 FOR 15 AND SA I LLER 7 FOR 46 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314• FOR MASS, WALLS AND JOISTS 1-1W FOR BEAM AND COLWN PRIMARY REINFORCEMENT, TIES, STIRRPS ALL AGGREGATE USED W CONCRETE SMALL CONFORM TO ASTM C3MSK WAMUM AGGREGATE SZE SHALL NEW, WOOD: PROVIDE fi%AR ENTRAINED CONCRETE SPORED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. All E POSS) EDGES OF CONCRETE ARE TO BE CHLAWB ED 3/4•. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRAG ING, LEDGERS, BLOCKING, CRIPPLERS, BILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Ftl = 1100 PSI ANDA MODULUS OF PROW DE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEU DE RALL SIABSONlWUNI WEE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEMIS LAPPED 61NCHE3 AN09EAL®NRH IOHE3NETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORMWORK RATEDSHALL BE CORROBORATETETTRAHEDRAL (DOT). WOOD FOR STRUCTURAL USETHATSHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT R MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST All DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORMANORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THEM PLANS: MINIMUM NAILING PER FBCR 2G20, 71h EDITION SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH2. STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAYBE REQUIRED BUT ARE BY OTHERS. SYP Al2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A1064/A10B4M, GRADE 85 AND BE PLACED IN ACCORDANCE W TH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING REBAR SHALL BE ASTMA6115M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: e4 BAR - 25" PB BAR - 38" e5 BAR - 30" 07 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 TOPAND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT R 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 WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY' STRl1CTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIESA AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WILLS SHALL BE TVVD.CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM 080, GRADE Tm = 2000 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM War COURSE AGGREGATE, AND SWILL BE PLACED W A SLUMP OF 8' TO 101. USE ONLY MECRANCAL 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 WTH ROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANLYOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEFL• 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 AMA36M, Fy = 36 kel FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy at 46 ks STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S. Fy = 35 k. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THENUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SWILL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIORAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENNGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS CONNECTOR PLATES SHALL BE A MINIMUM THCKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METALPLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "BGSI LATEST EDITION COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATE-CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88'. 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND MILLS FOR APPROVAL. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USEDAS 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 NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SWILL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG 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 FAOUTATE 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. W ND UPLIFT VALUES RAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER BCE TYPE 9PAawREIAARKS _GA,_ Maw Rl- OANNLIHAIABICgL S, at e,� MBEG. �Ew O3i, rz• ®cE D ST 900, AL.IXT OGORS CASE HAMS!® OC ANDOY-ORIFASTNT'® GARAGEDDOR BXX 'CIA OR to IA'3'DW ' E MBE_ I.PT, &EENOTE3 NNLI LONG AGOHi® INTO AASGN Y TO wSON 1100NO E%PANSi0Ne1i OoC ]AT OM; (HIT aV S9Dber, 3-EDGE CWf wlroow- CASErWAEN- WrvWwpOOnIFASIBRD NE*usTRAPTD CONTACT THIS ENGINEER FOR SPACING �. PT, sEE wn:e NwL 11.r LaNGST.G SREo iNro w3or«.Kow NASONR.Icc«c REQUIREMENTS E%T.9vnNG WOR IA- 11ENBID B'Ew BUCK]APT9 .. NO-SH. 1POC pIT ST,t rz'EOG- 1' PfwNOpw BUG1 A- END ST,­ AT TOSTEEL COL, eff 9TAGGEnEO . NOTE! EDGE D4f tim 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS. W IND0W5 AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NDIA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. Ix MEMBERS ARE RAILED AND 2% MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. S V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeoWngroup.com AA M: 0003325 C q d O W > U A �(pZgSMj d r_ A C y0N U gg aunDiv. at LOT: ABBOTT PARK LOT #44 BLK. 7 PEDJECTN 04181.000-44071 MODZU E401 "2828- ENSLEY' GARAGE EWDM: LEFT PAGE: DETAILS 160 MPH EXP. C L PRINT DATE: 09/22/21 SCALE: 1/4"=1'-O" SHEET SN1 ft ft © TRIM NAIL INSTALLED THROUGH FASCIA 0 16" O.C. MA) STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC DETAIL A FASCIA 7O STAPLESINSTALLED 0 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL C 12" O.C. MAX. (INTO CONCRETE/MASONRY) A WOOD D BY OTHERS 7OSTAPLESINSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING RUSS/JOIST/RAFTER BY OTHER 2-1 /4' EMB. 14X2 WOOD BATTEN 11 STAPLESINSTALLED(M SOFFIT 1O 12" Q.C. MAX (INTO DETAIL B O Q7 WOOD) IN J CHANNEL J -CHANNEL(a) SLOT e" MAX. J—CHANNEL FASCIA WOOD BATTEN 10 12 BATTEN STRIP ANCHOR �2X2 STAPLESINSTALLED 70 1 Od NAIL AT EACH TRUSS/JOIST/RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT 7O STAPLES INSTALLED THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 8' MAX —016 -- DETAIL D O STAPLES INSTALLED J—CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ---I 30 J-CHANNEL) a" ti DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SEE DETAIL'A' " SOFFITS SEE DETAIL 'E' EAVE CROSS—SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL, FASCIA (d FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' Jtt UtIAIL't' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END (D 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT fNSTALLATION SCREW, J-CHANNEL BATTEN ATTCHMENT FASTENER SPACED 24" gO e" MAX' MAX O.C. STAPLESINSTALLED @ DETAIL C ,1CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J—CHANNEL SLOT OR T-NAIL C 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR VE WIDTH DOF /ERHANG) CONCRETE; CMU OR WOOD (NOTEA) BY OTHER 2 1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL Q 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. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32700 PH: 407-774-6078 FAX: 407-774-4078 w .sbdesigngroupmm AA #: 0003325 15 Oil o 0 i I J 010 a>IJDDIV. a Lo .. ABBOTT PARK LOT #44 BLK 7 PI o"=T* 04181.000-44071 MODRI A E401 "2828—ENSLEY" GAle ws BV nNO: LEFT PAOI SOFFIT DETAILS 160 MPH EXP. C 42 PRINT DATE: 09/22/21 SCALE: 1/4"=1'-0" SHEET SDI -Z,.,, L,- 9 0. MP