Loading...
HomeMy WebLinkAbout7641 Sail Clover LnI 99 2605 04EHB —HAYDEN 99 ALL WORK SHALL COMPLY VVITH PkEVAILIN': CODES FLORIDA BUILDING Cr'DE, NATIONAL ELECTRIC CODE, AND THE CITY nF ZFpHYkHILLS H O M E S ORDINANCES ; REVIEW DATEV7} CITY OF AMINERH`� --- PLAN E 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA:momAL REVISIONS INDEX OF DRAWINGS -np� BUD�QIGwMRz ABV. ABOVEABBREVIATIONS LAV LAVATORYDATE �� 1 � � ABC AIR CONDITIONING LUM. LUMINOUS M Mn 2-STORY CM C40NVSRSION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE -MILL LACAI, AND 81AR coins -OCCUPANCY - RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB -MEN. INTERIOR PIIIISII - CLASS B ALT. AMP. BD CL CAB. CLG ALTERNATE. M R AMPERAGE MIN. BOARD M T CENTER LNE MTD CABINET MTL CLEAR N T S. MA°;vE`AR�T MTNIMLM METALTHRFSHOID MG{ NTED METAL NOT TO SCALE D�/b DID SET ISSLED PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN 02AWS ADDED ELEV. 'J' 4 %' UIITN SIDNG PER MARL BOUEB OtAOM DID SET RE-RSSLED o4)ItA4 FOOTING REVISIONS PER hL BOILE6 TAMPA FL 33637 'BASIC HIND SPEED - Vult=160 MPH cu CLEAR O C ONCENTER PG AIA-FIDOR PLAN SECTIONS/DETAILS ftAW I -JOISTS INCORPORATED MTO MASTER PLAN ' TEL: (813) 740-9720 FAX: (813) 740-9715 VaW=124 MPH -EXPOSURE - C I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL CON CPT C.T. D DBI. CONCRETE PL CARPS PB CERAMIC TILE PH DRYER PLT, DOUBLE PLYWD. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD LA PG A2—SECOND FLOOR PUN PG ASH -FRONT k REAR ELEVATIONS -H- PG A4H-LEFT k RIGHT ELEVATIONS "H" p �Ar CONSTRUCTION DOCUMENTS RE-ISF�I)ED O IIW ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL 0 2" DETAIL- 'ADDING DAR TO BOND BEAM' ADDED TO 312A AND STATE CODES D.G. DUAL GLAZED PR. PAIR DIA, DIAMETER PT PRESSURE, TREATED PG El -FIRST FLOOR ELECTRICAL PLAN DIM. DISP. DP. DR. D.S. DTL. DIMENSION R. DISPOSAL RAD DEEP RAG. DOOR REF. DOWNSPOUT PM DETAIL R.O. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGI{ OPENING PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 02126AS I°LAN MAINTENANCE STATE OF FLORIDA SQ.FT. CALL. S 03R�8 REVISED LNTEL 812E AT FRONT ENTRY DOOR 04fMAB UPDATED LEDGER BOLT SIZE 4 SPACING 1ST RR LIMO' 1104 SQ FT. 2ND FLR LIVNG "I 6cL FT. 0t^n REVISED[ -JOIST LAYOUT PROFESSIONAL ARCHITECT: - ROLAND A. ABOUCHACRA DW DISIWASHR SC SOLID CORE E)CrDR EA, EACH S.D SMOKE. DETECTOR ELEV ELEVATION S It SNGLE HUNG EQ. EQUAL SHT. SHE EXH. EXHAUST SHTHG. SHEATHING PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS aaun ADDED LED LIGI176 TO KttpEN I MAT}11110 8 PER MAW ISOSES OWSM ADDED STONE OPTION TO ELEVATICP6 'G', 14'. 'X 4 1C' AR NO. 93723 A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. RONALDTOTAL LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL LIVING 2605 SQ FT. GARAGE 431 BO.FT. P71CN ELM 'H' III Sa FT. ELM W 3153 Sa FT. SKID PATIO W SO. FT. Exr. FO.,FX. F.G. FIN, FLR FLUOR FR DR FIG. GA GAR. qSP. G.F L GL EXTERIOR SHwR. FIXED GLASS SBA. FUEL GAS SL FINISH SLGL FLOOR STD. FLUORESCENT SWS FRENCH DOOR GAUGE TEMP. GAUGE TO GARBAGE DISPOSAL T.O.C. IN GROPFAULT CIRCUfI' T.O.P. INTERRUPTER TOS TYP S HOWER SIMILAR SLID INo SLIDNGGIASS STANDARD SHEAR WALL SECTION THICK UOIASS THICK TOP OF CURB TOP OF PLATE TOPPICAL OF SLAB TY PG D4-PRODUCT APPROVAL LISTING PG WAl-MALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS WA5-BALL ASSEMBLY DETAILS PG WAB-HALL ASSEMBLY DETAILS M3M LEXER BOLT SPAONG REVISED WfAM ADDED OPT. V-0' CEILIG 4EIC M VVMV REPLACE LISP CONNECTORS WITH SMPSON CONNECTORS 03MWW REVISED DETAIL ON "ET D2 OPT. W-O' a& WT. 044020 REVISED STAIR SECTION DETAIL FOR OPT. S'-O' a& W.T.PG OVOVJI 2020 FBC UPDATE O1403M AM SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H C MDR. LA. GSS GYPSUM BOARD U.N.O. HOSE BIB HOL OW CORE V.P HEADER W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHM 03IM41 ADD FLAT FEADER a T'-6' AFF. (W-C' CLG OILY) PG Sl-FOUNDATION PLAN PG S1.1A-DETAILS DRAWING /CONTRACT DOCUMENT mama[ ADDED 24F FOOTER OPTION REVIEW BY BUII.DER HGT NSULR� N3UTATION WD HGHT WIOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENT'S. TNT. NTERIOR WTI W.I WATER LATER WROUGHT IRON PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FBST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THISBUILD DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.lA-DETAILS PC S3AB-DETAILS PG S3.1C-DETAINS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SS -SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO INFI's HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdes4piWoup.o L AA M: 0003325 Mimi sunDIV. de FAT: ABBOTT PARK LOT #45 BLK. 7 PROJimCTNNN 04181.000-45071 11EODMIA 4EHB "2605-HAYDEN" GARAGIC 8WWQ: RIGHT PAGW. COVER SHEET %Q0 MPH W. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (202D) . 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 WAND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.21.2. 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 ANDKNR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-15INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 25 GAGE (0.48 MM) SHEET STEEL 1-MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30268 TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'haNCH GYPSUM BOARD OR EQUIVALENT. 81TE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTNGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3- 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, LINO. 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' Ti 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NOS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2D14) E. APA- THEENGINEEREDWOODASSOCIATION: I, ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYW00DSHEET SHALL BE24'AND THE MINIMUM AREA SHALL BE8FT .SQ. PL� 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY ONES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFUEX. 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 2903.18 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING 6 NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL CWERNSB 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.A2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE OITI IR mmNES i. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C 1063-19a 8 ASTM-C1787. 3. LATH 6 ACCESORIES PER ASTM-C-1063.19a 6 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-C 1063 - 19a AND R703.7. FM RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. R302.7. EKTENIORCELM 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 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONtTRUCiTON 088E1NAT10N CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I 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. EXTE M SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.)ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774 O78 w .ebdesWngrouP mm AA M: 0003325 it 9 low e � Elf a Lill s1lrsDiv a. Ti0'h ABBOTT PARK LOT #45 BLK 7 pnonICT# 04 1.000-4507 WoDzu 4EHB "2605-HAYDEN" OA1tA0Z BWDM: RIGHT PACE: GENERAL NOTES 60 MPH E e12� DA M 09/22/21 OCALM 1/4-=1'-0" slat l' GN PAMOF 0 AS m 3'-10' r------------- 7,dI 12l'-4'I 4 e'oaa I I _ I I A II � I I II IO p VIG V, .,II eCL& X'` 1 I I � m I , REF 3W-8' L` I (2) 3052-614 SCAM; BEDROOM i2 Lww _ Rwm— V _r CVs FLAT MDR '��i POST D a I I I I•I I I I I I I°j I l STAIR DATA D RISER � l52' WN 20" &C20 MIN. µ TREADS • 10' BOLLARD _ _ = -- A& REQ. PER BLDG. FLAT HDR • CODE A.F.F. o PIFJ( "i� 0 r 11110 asQAV ill m B-0 CLL. 111 FLAT HOR Pom • f111 L 1 m PORCH a v W-8' CL& v I -v GUAOB W-C CL& 16'-0' X 1'-0' 01-L -------------------- 391- FIRST FLOOR PLAN SCALE. 1/4' • I'-0' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE -VERIFY CONDENSER PAD LOCATION IUTH SITE PLAN -OTHER OPENIN5,8 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICKNESS, 80LID OR HOWYCOM15-CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LEGS THAN V1'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE& BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %bYS.9m) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL&, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2020 (1T14 EDJ 302.1 carGlert A)D GIADDIq MD Londe wcwoe►aeEFale ekao auele ZtlE Mb1/INeeDe1M e>Illw� ND1M MINI. 10111 W 5 31/-50 CRITERIA EXTERIOR OWING IS 5 36/-41 DR MIN. CRITERIA 6w. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. Ili 5 31jV/-341 I2'xl2' SOFFIT 1 5 313/-4" BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, ESP.—C, MEAN ROOF HT. - 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLDWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00NIe" Dm pyOCtE SQ.FT. CALC.S ST FLR LIVING II104 SQ. FT. M FLR LIVING IM ba FT. TOTAL LIVING 2605 &Q. FT. GARAGE 431 SQ. FT. FORDI ELEV'e 'N' III Sa FT. TOTAL EL" '4' 9153 SQ. FT. ed8 PATIO 80 SQ. FT. MASONRY/FRAME UNLL LEGEND 8'-0® L UN.O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UN.O CN PLANS 11'-4' 51 INTERIOR ® DIPS, WALL UNO. ON PLANS 4' INTERIOR NON LOAD DR.S. WALL UN.O. ON PLANS -ALL INTERIOR DOOR$ TO BE -ALL EXTERIOR DOORS TO BE 6'-8' INLES& NOTED OTHERWISE 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WwW.abdmlgngtoupmm AA N: 000332e 0 a aysD:v ek Loan ABBOTT PARK LOT #45 BLK 7 [PROJI11=11111 04181.000-45071 HODZw 4EHB "2605—HAYDEN" GA1sAGs awnaG: RIGHT PAGM FIRST FLOOR PLAN 60 MPH EXP. r-PRDMDA'M 09/22/21 SICALM 1/4"=1'—O" s><;aaT Al C D6L. TOP PLATE 0 m BAR DETAIL A $GALE:Ia'•1'-m• ■w WON P WALL (J) LAYERS OF 3/4• PLYWOOD f2) LAYERS Cr VV SUIB FLOOR MATERIAL IBM FOR SOLID NARLNS AHU SEA TREADS TO STRNwl% 31/4' T.G SUE, FLOOR WLY3)w V 1pr • EA OLUED 4 SQ�LED STRNER OINTTIREApED SHANK PER FASTENER TO DREPD BEYOND TNIDOESS SGl9p,<E OF K041LOOR SMAT1MtlM I / WALL SV .41 CAP YI Z 3f4' KICK PLATE / t NMAX OSING IV,/ and MI / -- STOR. /' / / RKINF�Tlu116Ew / WCONT. SEAR OF 0 PL-400 OR SMILARE • / EA HORIZONTAL RN / I X 4 RE-NTOICNG / • EA. 2 x E STRNSER SECURE Wad 6'-S' OL. 2X4 AnAU:Nm Wv ISd MASONRY NAILS • 2X4 P.T. SLEEPER NTO SLAB WTMN S' OF EACH EEO. 12' O _ MAX. A PRE-001O 1LOOIENB SYSTEM (SEE FLOOR MAMNS SHEET) NOSE, VABM RISERS TO COMOW TO MOM lTN EDmON (2020) MSt TMAD'W PWX MNX-1 3M' STAIR DATA. 3/IS' MAX VAJ%ATION N 15R 0 l52' RISERSITREADS ADJACENT TO EACN 14 TREADS • OTMER 16W MAX VARIATION N ANY ID'• V NOSNG IOSER/TR EAD NANDRAIL CIRCULAR CROSS SECTION DIA. TO BE I V4' .-V4' OR PROVDE MAVALENT GRASPABILITY BSDNM- MN. S' WDE • NARRdU BID, MSL II' WOTM • *'RCM NAIRCIU END 34' MN. HANDRAIL MGT. 4NCLOWD ACCESSISLE SPACE UNDER VAIIM SMALL HAVE DULLS. UNDER STAIR SUN -ACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED I DE WITH H' GYPSUM BOARDS. POOR 302.1. STAIR SECTION B SCALE. V2*-I'-V' THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' FIANDRAIL • 36' AS PER FBCR R3I1.1B2 UV IX4 RE_W-(=ING 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 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN & 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. 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 1601V / F.B.G. 2020 HANDRAIL SECTION C SCALE: B/4'.I'-O' HDR. DTL. D SCALES vI • 11.0. NOTE. HEADER FINISH TO DE PER C.0M'1WITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-774.4078 w .abdea*VouP.wm AA S: 0003325 ONE 0 NE sUNDIV S. LOT: ABBOTT PARK LOT #45 BLK 7 rRon=T1/ 4 1. 00-4 071 1EGDZ%a 4EHB "2605-HAYDEN" GAIt/10s OWING: RIGHT PAGES: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. L11 DA'� 09/22/21 DC,%=: 1/4"=1'-0" mif le= A1A ll'-4' 111-81 M X4 1*4 F 1-1 a a 01114f. SECOND FLOOR PLAN SCAl E, V4 - V-V' I N. RONALD REAGAN BLVD. LONGWOOD, Fl. 32750 PH: 407-7746078 FAX: 407-774-4078 W .abdmlgrkgroupxom AA #: 0003325 omwiv. a L'ol, ABBOTT PARK LOT #45 BLK 7 PROaMTO 04181.000-45071 MODZ'U- 4EHB "2605- HAYDEN" GAPM039 DWUM: RIGHT PADS SECOND FLOOR PLAN V�130 MPH EXP. 9 D F-PIUNT 09/22/21 A-M 9CJ%=: 1/4'=1'-0" allum A2 SHINGLE ROOF FYPIDN I6'X46' DECORATIVE SWUTTER OR EQJIVALENT Il'-4' 2ND FLR 4, _ B�TIKaTIKa FrIl" i 15KTID FT OR I EQUIVALENT W RAISED I BAND (TYPJ 9'-4 3/4' �, I 2ND�� W-O' ERG. HGT _ • ENTRY CHI] 4' RAISED TYP. I dMID (TYPJ � I S' RAISED I BAND (TYPJ I 0'-O' FIN. FLI _ Il'-4' 2ND Fl—w- BRG , G _ —t '3'-4' 3/4' 2ND FLR 4, I I I I I I I I FIN. FLRIBFDG. HGT. _ —y 8'-0' CLG. FKaT�, I 4B q01—I TYP• I I I I 0'-0' FIN. FLR, I I I HAN! FRONT ELEVATION : V4 . '-0 TEXTURED FNI REAR ELEVATION SCALE: 1/4 F I'-0' TEXTURED FINISH 25'-4' BLDG. W.T. _ Il'-4' 2NO FLR BRG.HGT. 4' RAISED [SAND S' RAISED BAND Is 9'-4 3/4' 2ND FIN. FLR 0,-0' CLG. W.T. OPT. COACH /—LIGHT _ A0'-0�- FIN. FLR Il'-4' 2ND FLR B13's. FIGT. o 9'-4' 3/4' 2ND FLR FIN. FL RJBRG. HG T. B'-0' CLG. HGT. 4,0'-0' FIN. FLR iFA OF ATTIC = ISM S4 FT. NET FM VMMATION ARFARWMPAD 1/300 REIIARLD VOMIATION AREA ISMJ= = US VEMTIIATION AANA R SO. INCH 5 PM F7. (144) 7ma Sn IN. MN.RWIAREDVWLATION = SR 7SU IN URFM POIINON OF ATTIC 36114 SQ IN. OFF RDGE VENTLATION AREA 115 SQ IN. PM VENT 3m4 /115 MLARED 3DN 3DLR PAALIOFVEN OF VEN7S PROVIMD 4 MFA OF ATTIC LS 7N PERNRTFR OF THE HMM LEMIM OV61H4NU ERTEF" WALLTO DOFIDOROFWALL NO OVBIHANOS INCLUDED L9' THICK 3 GOAT CIV IENT PLASTER APPLIED DIRECTLY To I'LASOPW 4S14- SALV. L'-TYPE 111 464IM SET N ROOPN5 CEMENT PIIIIIIIIIIISLA" 6NNGLES WAHMNLAYitNT AS PER PDCR 1>aS SNP PT LEDGER WI SObJ.t ROOF 61EAfW G 7NICgESS Ln'.S' 7NIIEADED ROD ] AS PER S1EET 6NLL SECIR>:D PEROG 4 WTWN 6' OP EACH GC 4MKL E IN END MAX SET 614PSOI W SPIPSON L-76=— W04 STRENSTN EXPONM 2.6 STl- RAFTERS OR PRE-ENSD TRIISS— RDOF SLOPE PER --- I [{.!NATION MN VS' 06D GEATNNS 1705 SYP PT LEDGER WI THREADED ROD OIIMlT TO DE SlCIAlD TO 32 O R' OG 4 UTIM S' OF 77NS PEMSER6 W/ b NARJS EACH END MAX SETRE N 3. OG � PER1'lIER 1'-4' GM'1'60N HOW 6TRENSTH Gr1'eGN W6-16 W (4) 10d'. 2 -0• E70FODCY S' MN view. TO LEDGER AND (2) Wd's CIIANEIL FOR SOFFR TO 2.6 JOST OVERHANG DETAIL A SCALER IR • V-0' ENGINEERED,, TRJSM • 14. OG summ SHOP DRIYR156 SEALED BT PRJC6GONAL ENOSQIR POR REVIEW A AND 00MENT6 PLYWOOD O EATNN5 SEE STRUCTRAL DID FLR Olr.. WST. ROOPNS AND RAGING W DRIP TRIOS STRAP" AND ANGWOM EDGE PER 1'11I'R DIARRAft!! REauwwmo 7s EE STMACMAL WRAP FA60UV WRN BIIAK rIETAL n4SaNwr Sow SEE STRIA:nRAL wAn 6Q. 7IS WOOD FASCIA 6EE 6TRIGTIRAL FOR MSTINIIM VENTED SOFFIT PER ATTIC CALCS n y IQ' 7NIC7G 2 COAT Cff 7 PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRH PER ELEVATIONS 2ND FLR WINDOW PER PLAN RAKE SOFFIT DETAIL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W W W 9DdesWigTO W.COTO AA S: 0003325 d y 0 mo sTJSDiv. S1 LAP: ABBOTT PARK LOT #45 BLK 7 P1WJWT/L 04 B .000-4507 MODSI. 4EHB "2605-HAYDEN" GAFewas DWDM' RIGHT PACX- FRONT & REAR ELEVATION - 60 MPH EXP. 1 PRINT D09/22/21 BCAXJL- 1/4"=1'-0" alEz= A3 H Dou" 0" RIDGE VENT G FOR FYF'ON �S DKTI]Xn OR EQUIVALENT 6 TYP Il'-4' ZND FLR ,`IT'-4' 2ND FLR BRS. HST. BRG. HST. 12 a FIN. 3/4' 2ND FLR 9'-4 3/4' 2ND FLR. FIN. FLR/BRG. HGT. --------12- --'---------------------------- '- ----' FIN. FLRIBRG. LKaT. 8'-0' GLG. HST ------- ------------------------------- ---0' BRG. HGT. • ENTRY m 0'-0' FIN, Fl-Ptio - ------------------'------------ '-_ ,`0'-0' FIN. FLR IT'-4' 2ND FLR_ B(3'a. HST. S'-4 3/4' 2ND FLR _ FIN. FLR BRCe. HST _ 0 ENTRY 0'-0' FIN. FLR _, LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 2ND FLR BR.'.+. HST. 9'-4 3/4' 2ND FLR. FIN. FLR GLG. HST. 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 w .abdesWigroup.c AA C 0003325 C ABBOTT PARK LOT #45 BLK 7 PRo"wTjv 4181.0 -45071 MODRu 4EHB "2605- HAYDEN" OA3lAGZ aVIENG: RIGHT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH EXP. DA � 09/22/21 9CALZ: 1/4"=1'-0" 3liSZT A4 H Y ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSv OUTLET a -- RPAR- ROLE REV OUTLET SOV OIRLET in OF OUTLET Y!D r0 EMPTCAA an INS Oun aT nWASD 0000 PAULI SnERfnSPt (TAPPSM Rowlely TYPE) a@ 330V CurL.ET (4) MIa cowmarION IXT. RATEMPROW CUTLET GRAND PALr NTEREEPTw eurcw BMTCw 34"Y OPER. OUTCw 4-WAY OPER L�1 .L I'gNTm �' �vJ L L. eE LND LOOT © LED CLO UawT APOR o VP FROM LOW Oyp VAPVX PROM LONO Op IarrEem C N eVSVr. FAN I ITT PCR C PT. 4Mf. FIW RtISMrr Ian PlRCUR. v wmu,w raPrer TBD sY 3-kR URM ® Anew (ITEQEMD) .Raw rwMIE MTNT� A' RU mmiscoO . �. 4' ?MA= LISNT 0 PANEL sib mon • SD. e+ala DETEcraR YTT R80L Ueu�iet 1 1 WALL TOpNTm Wum oer"wT 7R SAIL makir- &-Hd ® &Raaw ~"a 10M SMALL BE A DISTANeE a/ Nor LESS rwm A. nomum Lwa NATURAL OAS ► TlLBMIOO JAM � IWTaOI wrae DreaMAacK AR U:OORIOI DROOMSEC7 Sa AMU d I� TNEVOONJACK LNS BON O }SON TO M su'ndRrm N ACCOMIXANZ W BON A`MACH AM SON TO M N!*ONm N QLNa PAMLISHr .AOOOOAW BOX A. SIO1 POR t� 34' NGMOMCMT L.M. nIRP 24' NCAOEEcw LOW STROP 4r NeANDE6caAr LIMY NMTRP R.aaD LIOIR MG/BTY Q IC .D • Pa. now.RUrTm POt CNPES IRR Pdltr • LOCATION OR TV JACKS A PRONG CUTLSTG A PANS TO M VERIFIED • wawOSION PRIe-cawTw)crlow r'Qn+IE • ALL IS A 30 AMP MRAMCN COCUTS TO M AMC PALLY PTCTCTED ON PER ELEGTICGAL PROVISIONS OF elm TTN ®ITION (MSR) A I!C 2-n Son EDRIOL • 30 AMP DEDICATED LAUbRT C M= • aPN • GLAD (N7r ON KrtOIN GNMA R) • DISIANGMlR DISCGNaCT TO M LOOMM IN • B.ATSTOOI OOWAM PAN TO NAVE HK CAPACITY OF M OM MEIV IffTEW PER ELECTRICAL P ROVISION6 OF MCTION MamnE E • LAUNDRY ROOM ASD DISMENASMlR ICCEPTAGLE SNAIL M ana6o FAULT C M=.bRaEEnER PISDIEGTICN FOR F MNSCMIL ON PEEMM • UIRM MITNOD SHALL M NON METALLIC CABLE MOR ELECTRICAL PROVING s OF E&G IM S asm • ALL WOW TO COMPLY MTw ELECTRICAL FXN11MON6 a TIa P1aE TR/ En fM01 • TM a LIaOM MAT M Maws,( o6a" ,T,•l .F� PATIO I---------- I 0 _ I _ ROOM ROOK — — � PRIs-WRED CLG FAN 6 All, OF, L M ��`-- I GABRJET � I I OUTLET / TO 2ND FL. i I I FOR DW SWITCH II L PAN. tiGR ® GFI • 44' D. FOB G 1==={' S APP. DOOF , / III I III III KEYLESS 6, J III FIXTURE PRE -WIRED CL.G FAN OF[ 19 III , III ' GARAGE DOOR aRRRR�RRRRR� c•..>r� DREW RE GARAM PRE -WIRED CLG PAN MILE /AA\ RATHR z OLLARD AS REG. PER BLDG. CODE ---- ----------------- "�--------------- COACH L *HT FIRST FLOOR ELECTRICAL PLAN SCALE. V4' . I'-D' I I I L I \'_--__----'� LED LIGHTING ® SINGLE LAV. 5ATH •2 METER IELD OTC. IRRIGATION OUTLET R 4W AFF. PROVOn s4m m naw . I% CU IN I- CODurr ON 410 AL TNIUN • R O) IN3' COOUrt OR 3AS AL SA M (CONOW TO 19*10"lE ABOVE SOFFIT • OVSNMANW 150 AMP ELECTRICAL RISER NOT TO SCALE. COraNAT1011 Mlavlf9 BO AIP DISCOAlCT SMTOw AND aN:Y VOLT R/CfRCAL MATMMALS AMO INSTALLATIONS SMALL M ELIC1aC?am IN I � !QU EE P� C CGITLY WTN ascrMAL PROVION" OF fla FIOt TILE PANEL mITId (3A201 LOCAL CODNL AND ALL LOCAL POSER COMPAM' RmU Imsklm E. ALL CONDUCTORS, DUCTOIr NULL M rrm rmmmfn w UNLESS NOT® OnaRaAL Ta.VM"MRRVIo CAME "LEVRId MRYCE MRVCS MORMCS P'OaS ccPPANr EawaNr SRAMT•Mr neAISroIE•Q NrERE»Te+ RwoNc, TERMNAL AT LOW GRACE rVCLTAOE CONlCTIONS PROVOE M AP. 00440 VOLT, I PMAM EECCIO I V CU NLMICC GnOISo CON Sam TO ELCT W—AL MROE VPROVIDE ! -1 COPPER (CW INCOCREIE MCm. AMD POOTM 57PER I•UY' Ow.SCwmLLE SO PVC amcurr OR FIEDVIDE 6 9)0 ALUW1 (AL) IN DU CWW" AS PVC ELECTICQ M AL PROVMIONE OF TWO PRH CONDIESS GEW IS PROVIDED SY no ET UNLESS ELCTINC CO'PANT. COORONArE O N rMa RL M� COMPANY PROM TO SO. SM• DA X S R LON1 COPPER CLAD dA0U O ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD. FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdestgngroup.com AA S: 0003325 q Y ISO B atic RAW WAR BUDDIV. Se IAT: ABBOTT PARK LOT #45 BLK 7 PaOJ)mCT/N 04 .000-45071 MODEI. 4EHB "2605- HAYDEN" GAPA010 9WDM: RIGHT PALM FIRST FLOOR ELECTRICAL PLAN %60 MPH EXP. n4 �ILI r� I AR A. LJ NO 93 DAF-PTM 09/22/21 8CA=: 1/4"=1'—O" 83tz T 4. E1 go D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DEv omLrr 20 Arr *MU POLL rov mrLeT W OUTLET '*dp Ono alto To ara dN 0EV OUTLET ENR7D AEISD PALL NIUMMI S(TAPPER O NVAAR rem) "ov Wf{gT (4) WO C4*4W ON GFI OR. W,TRN@OP CUTLET 640UD FALT MtISE1PIR SWiCw JO"cw 5-"y OPER W SWTCN 4-WAY CPER. AYJ PnwT® LOW CEILM LtW4T © LED CLO LnW LED VAPOR O vp Foomw LOW OVf vA►ORPPIMW LOW OMWOOM CAN eWNT. PA, I oa Pnl An n. ution Ia+PR.a ra. � v wNTIw (ePEe'e TBo Br :-tILE RM ® NCDD (Rcaa6m) • R.I)pNtC�T T-MLB ONAP •IIe01M (tIS�L16Ni �� 7' RI101eSgIT 4' ILYOIiKIIf p�� d 4' TNAGC LOW O 'MIEL PETER • SD. erlola oETecraw YTT AAA�L.Ur IYLtlSNS� 1 U4LL MOWTED YTT NAnc.ltt 1 VCIO DtTmTOR IIL' MII�� ®c4jNm Bi0 Co ORSC'M � e SWILL N A DrTANW Or NOT L.tM TIMM 4' PWA:m am" POCAM LOW Ili �l►/ NA,UML a" - IACI WATER W"TR orcarA�c'r M2JK aou= AAw DOD oreale�cr ea Aw oN IO TELEVOWN JACK sV- JO J•SOx TOI TO N NlPG>AW N W SIODt ACCOWMAWM At S M SUGH I'OR EON CtL W PAWLtlNf TO N NIT ACCCIOAW BONN Y *ORIED PlARKED Ud rpe TM boa — 74' Nca/otECWAr LOW errr W NCADLeCpR LOW STIR 4r erArDUNHr LI6/R sTRr• N.aOo LT6NT NETrAD • PA. PUW4IRTON row OlES we PORT • LOCATION OP Tv JAC" A µHp/ OUTLETS A FAN$ TO N VSP04W • WOMBOLNER PRE-COISTIE)CTION DIET►41 • ALL ■ 4 TO AMP ERA N C 0MM TO N AwC PALL? µSOTEGTED rR ELECTRICAL PNDVNW0Nb OF EOe TTu SnrtTaN rm0) . NEG 7TAR Swr1 mR104. • 70 AMP DEDICATED LALORT CIO=. • 64 • OLAND (TOOT ON WTc i C KUT) • pER SLBMMDISCONr<CT TON LOCKOUT N PANEL • WAT)SS001 004"T PAN TO WAVE MN. CAPAG" CR N CHM MEIE4TTTCif PL'It ELECT=14L PROV W@0 0 StCTION "Offu • LAUORY ROOM T DIMSMMlR RtCErTACLN SMALL N OAOUO NYLT CIRO)R-eRt1EEr1ER PRDTtCTION POR PEIYQeS1L ON T amm • WRM PWTWM SMALL BE NON METALLIC CABLE PER ELEC1wCAL rOoval" OT Au TIY m r oe) • ALL WOW TO WM%Y WTN ELBOTRW 1L PRDNSICPO Op TLE PECJt TTIH tD QAlamy • 11L S LtlMTN6 MAT N ENIA'LT yICNT TVrt A!w LIHGIEiDT)'M!A_ 11A mRIOA N/A4) I— — — — — — — — — — — — — — — — — — — — — — — — I SECOND FLOOR ELECTRICAL PLAN SCALE: V4' . I'-m' ----------�\ I = •L• L I I I LED LIGHTING C� DOUBLE LAV. DATH 3 I I I I I 9 I I � I I I I �• I — I LED LIGHTING C DOUBLE LAV. BATH •1 ,1 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.mbdes*kgroup.eom AA 0: 0003325 I�Itl3ld�ltl� au=xv. At LAT: ABBOTT PARK LOT #45 BLK 7 I -no =T/ 04 8 .0 -4 071 MODRU 4EHB "2605- HAYDEN" GAJtA*Z BWDM: RIGHT r SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. DATA 09/22/21 SCAIN. 1/4"=1'—O" E2 FIRST FLOOR PLUMBING PLAN 9GALE: V4 - P-W I 11 L — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR 2' PLUMBING PLAN BGALE, 1/4 - I'-O• _• "L02- LAV r vm VT- MAM PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdaalgngroup.com AA M: 0003325 O zO 4 mm su"Dm a LOT. ABBOTT PARK LOT #45 BLK 7 PROJECT# 041 1.00 -4 071 WoDzu 4EHB "2605- HAYDEN" GAVA02 BWD90: RIGHT PACE: PLUMBING PLANS 60 MPH EXP. DAT 09/22/21 scAxx:1/4"=1•-0" 83SEW P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. DE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 a MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECHANICAL Ml CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. PM614 AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEINER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, fiHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1711 EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAMMG BATHTUBS, SH00ERS, SPAS AND SIMILAR 15ATWNG FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE INDER-CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC NTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS 6HALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO DE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST PAN 1 LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL PLENA T b AIR RETURN SUCTION AND LIQUID SECURE STRAP TO CONC, CONDENSER AIR SUPPLY 1 RI RANT LINES IW (21-3/16'X2' TAPC.ONS UNIT BMPSON WB ROLL STRAP 1 OR EOJLAL AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO WIT UY (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE SLAB %XI 1/4' SNT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE CONNECTION TO PAD FI ANAPROVED DRAM, AS PER FDCR ITN EDITION 120201 NOTE, MAN COND. DRAM 3/4' DIA I ECHANICAL BLDG. CODE 8ECTION W12A OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS 80ORIATED I0NICKEL FIN. FLOOR B0N2E FL. PL. � �OR WALL COWTERSINC C.O. PLUG I._6. SEE OPEC. BRA66 PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K J05AM 560M INSIDE / H SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/BPEC OFLOOR SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING 1'-0'XO' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (TYP F----------- I I ■ I I DTTITIJr 1FROM LNING I FSOR'1 ROOD ABOVE --------- Y I I n I II 12XI2 14X6PASO n ILJ III tl THRU D------------------------ 12X¢ ✓ X4 -� S' S/A FROM ABOVE � III • 111 yXe�/ FOYER III III FIRST FLOOR MECHANICAL PLAN SCALE. 4 . I'-0' 0 WH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 Www.abde&WWoup.wm AA 0: 0003325 t I srD � eel 0 smm de M 1U'T. ABBOTT PARK LOT #45 BLK 7 Pl o"=T/N 4 8 00-45 7 bCODRU 4EHB "2605-HAYDEN" OAIt/w2D swnNraa RIGHT PAOZ. FIRST FLOOR MECHANICAL PLAN 60 MPH EXP. nw� 09/22/21 sCAIX. 1/4-=1'-0- sit e= M1 2X4 TOP PLATE PLAN I( PRE -FAD TRUSS In' CLG. BOARD In' DRYWALL —t Tv r SECURE ST. — PLATE TO SLAB IW Wd MASONRY NAIL • 32' Or - MAX V-0, F81 FLR 0 2X4 WOOD STUDS •24' OL. TIONS SUPPORTING HUNG PLUMBING RES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' OJC. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FOCR WS.U. ROOF S4E:.ATNNG THICKNESS AS PER SHEET SNI.SECURED PER FASTENER 5CWEDULE PRE-ENG TRUSS J/ - MTL. DRIP EDGE J/ 2x FASCIA PER I-0. ELEVATIONS ok o}l VENTED SOFFIT I f I � In' TWO-, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 3/8' GYPSUM d OR 1/2, HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTAC 4MENT AS PER MANFACTUREB SPECIFICATIONS STRUCTURAL bl2 P.T. FURRING - STRIPS • 24' OG. V cm 1/2' GYP. UAL. 01D.- WOOD BASE — 0'-0' FIN. FLR�_ - a ,a .4 n W/ WINDOW OPENING n ►' DIA ►LUVEi. DO NOT cur PE BOND BEAM NOT arr SOLID Qi•OUr THE BOND & (U- S BEAM (2) COU•►E - RdnAM 2A PIPE THROUGH BOND BEAM ECUE, FIBERGLASS SHNNLE6 WITH UNDERLAYMENT AS PER FSCR WbAl ROOF SFEATNNG THIC104ESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY .41 0'-0' FIN FLR ' • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 TTH EDITION, SECTION R301.13 AND 16055.1. r.N TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 lTH EDITION 19 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. row sa r°• w u• • 28 GAS LINE THRU BLOCK \pvr..u. rr— FIBERGLASS SHINGLES UTH UNDERLAYMENT AS PER FBCR W511. ROOF SHEATHING THK304E66 AS PER SHEET 8NLSECURED PER FASTENER 604EDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS WALL SHEATHING THIC10a66 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET 8NI PRE-ENG. GABLE TRU88 WEEP 6CREED 2x P.T. SECURED PER STRUCTURAL DETAILS IA' THICK, 2 GOAT-)/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' cm 0' APPGONAL IRA 7RAO: `ONMBAD DOOR vBRICAL Br OxlM Br rwr. ' TRAMOPACKM O ro d W rplooPOW LT AFP�ovu IRa s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' —2X4 SPP 24. OZ. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING DETUEEN TRU86ES -PER STRUCTURAL DETAILS, STIFFDACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUS6 CONT. 2x RAT RUN SECURED PERJ/ STRUCTURAL DETAILS J/ SEE ENERGY CODE POW" FOR INSULATION R-VALUES .,PER ELEVATION S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH Q.G. BOARD R-4.1 INSULATION WINDOW ATTAC41ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 4x2 P.T. FURRING STRIPS • 24' O.C. I/!' GYP. U_. BD. WOM BASE FIOERSLASB SHINGLES WITH UNDERLAYMENT AS PER PBOR W5.11 ROOF 61 EATHNS TW CIO ESS AS PER SHEET 8141. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL 6HEATHN2 THICIO ES8 AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET 8NL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V-0' FIN FLR a .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE T-16 IN ° ACCORDANCE WITH FBCR 2020 ° 1TH EDITION, SECTION R301.13 AND 16095.1. W/ WINDOW OPENING B TYP. WALL SECTION ke NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE F 5CR 2020 NTH EDITION 19 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. (zf \ 1441 N. RONALD REAGAN -- LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 w .sbdmlgrgroup.c AA M: 0003325 I Cj yj o � o E a I U W f 0 2 sUBDIV. 8: LZ ABBOTT PARK LOT #45 BLK 7 Pllo"wT1/ 041 1.0 0-4507 moasu 4EHB "2605— HAYDEN" aAienas 8TIIIIITO: RIGHT PAGM- DETAILS 60 MPH EXP. CJ ';L1 AA NO DwT& 09/22/21 8CAM 1/4-=1'-O- 839z T D1 FIBERGLA56 SHINGLES FIBERGLAM SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT A6 PER PBCR WSIL A6 PER FCCR SO51L ROOF 6WIEATHMG ROOF 614EATWMG THICIOES6 A6 PER THICIPOE66 A6 PER SHEET SNI. SECURED SWEET GNL 6ECURED PER FASTENER PER FASTENER 60IEDULE SCWEDULE PRE-ENG W. km— PRE -ENO WD. TRJS& — 24' Or- MAX. LV TION 24Or— MAX. METAL DRIP EDGE METAL DRIP EDGE BATT NSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALC6 FOR VALUES VENTED O.W. 5/6' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR V2' HrA-I STRENGTH CLG. BOARD VENTED bQ FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.1 M6UL. REFERENCE STRUCTURAL w J I WINDOW ATTAGMIENT AS PER MANUPACTURES SPECIFICATION& PENCE STRUCTURAL p 3/4' T 4 G SUBPLOOR V!' THICK 2 COAT E GLUED AND NAILED V2' THICK 2 COAT--- PORTLAND CEMENT t < AS PER NAILING BCWEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY 00 FIRE -STOP LEVATION DO FIRE -STOP —� SEE STRUCTURAL SEE STRUCTURAL— R L NATION 5/S' GYPSUM BOARD OR 1/2' Wr," STRENGTH CLG. BOARD IfELEVATION 00 FIRE-eTOP DO FIRE -STOP R-4.1 NSUL. WNDOW ATTACFMENT AS PER MANUFACTURE6 SPECIFICATIONS REFERENCE STRUCTURAL O.W. 9 w GATT NSULATION REFER TO ENERGY CAL" FOR VALUES 5/6' GYPSUM BOARD OR V2* HK+H STRENGTH CLG.BOARD bJ PIRE-STOP R-4.1 INSUL. 3/4' T 4 G GUBPLOOR GLUED AND NAILED A& PER NAILING 6GHEDULE R LEVATION R LEVATION 5/6' GYPSUM BOARD OR VV HIGH 6TREWaTH CLG.BOARD R-4.1 INSUL. Ire' THIGIC, 2 COAT V1' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED PORTLAND CEMENT bQ P.T. PURRING PLASTER APPLIED bQ P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. TO STRIPS • 24' Or — MASONRY e' cmDIRECTLY MASONRY 1/2' GYP. WL. BD. I/!' GYP. WL. BD. WOOD BASE WOOD BASE DOFIRE-STOP DO FIRE -&TOP LWIS a a n W/ WINDOW OPENING WITHOUT WINDOW OPENING 1 2-STOGY FLOOR BLOCK [6RST SECON F OR BLOCK SCALE' 3/4' • 11-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdmWWoup.eom AA I: 0003325 Oim QL BUNDIV. & 1Oh ABBOTT PARK LOT #45 BLK 7 PRO TAP 04 .000-45 71 UODZI t 4EHB "2605- HAYDEN" RIGHT PADS: DETAILS 60 MPH EXP. Cj DAATI!DoA2 WCA1 sriZ 12!!L 2X6 P.T. • CENTER OF DOOR HEADER SlCUIlED w (V UZ' X S' J-omr NV 4' MK BMW ON WV Y X 2• X RAY ZA 4 NTT OR Wv (2) N' X S' ANCHOR BOLTS v 4' MK EMBEDMENT WV 2' X V X VS' UJASIER 4 NUT- IE I N' EMM E ED. S• Or, 4' END DIET. 1 1012' EDSE DIET. 2X4 OARAW DOOR @UDC@IICK SECUIEC IW (S) VV X VJ-@OUT OR AWCMIOR BOLTS. W4' MK 011MOMEIT. UV 2' X V X VSM RUDER 4 NUT. (U Ill S' OF TOP. W WTWN V OF TIE @TM ® (5) EVOLY SPACED. ®I I®f ALLA ALL ANICWORS SHALL @E N ACGOIRDANCE TO MANUFAC1UrcRS INSTALLATION ►OTRCTION6 WERE SIGH NSTIBCTIOE AM MORE STIEN SENT DOOR T BUCKGATTACHMENT 4C4L6 wM- 1' Cm V2' DRYIU LL bW P.T. OR S/4')U' MK SECURE T R U FRAME 4 ❑ PX4. EXTEND 1-1/4' INTO P.T. NAILER BLOCK UY 3/16' TAPCON* DOOR GAGING MK SHANK a, .WS MK HEAD SIZE Roo MK EMBEDMENT 1-V4' Mum *' OF EACH END DOOR JAMB OR UmOOV 4 IS, OL. MAX *PACN6 ATTACW TO ZX PER MANPACTRRE* DETAILS. NOTE, 6WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +3/4" OR +5/4" s • TO BLOCK +3/4" OR +5/4" 2X4, m SEGUE TO BLOCK WV 3/10' TAMCOM MK GNAK SIZE J4* MK MEAD 61M 300 MK EMBROMlJT 1 V4') UTWIN S' OF EACH END 4 r' = MAX SPACINS4 2Xf: m SECURE TO BLOCK UY2) 3/r' TAPCOMB (MK SWANK SIZE Job MK WEAD SIZE 300 MK EMBEDMENT 1 1`141) *. CM UTWN W OF EACW END 4 w OC. MAX SPACING. ol V2' DRYWALL 2XS. 1=1 ❑ I'X4' SECURE TO BLOCK P.T. MAILER W92) 3A*' TAFC40PO 11TR1 SWANK GIII .145 DOOR CASING MK HEAD Ng 300 MK EMBEDMENT 1 V4V UTWN S' OP EACH EHD MAX DOOR JAMB OR INANDWI ATTACW TO 2X F!R MANUFACTURES DETAILS, NOR: SMITH AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +l 1/2" /111INDOw TO BLACK +1 1/2" 0 2X4. m SECURE TO BLOCK UV 3/16' TAFC.OFD (MK SWANK SIZE J48 MK READ *III "0 MK EMBEDMENT 1 1/49 WITHIN *' OF EACH 22 4 r' CUr MAX 8PACNfa 2X*. SECURE TO BLOCK IUK2) 3/16' TAPO" (MK SWANK SIZE .WS MK READ *III 300 MK EMI EDMINT 1 V4.) WITNN W OP EACH END 6' CM 4 r' OL. MAX SPACIN & VZ' DRYWALL 2XS. ® ❑ SECURE BLOCK I-X4' WV(21 3/r' TAPC.ONS P.T. NAILER (MK GNAW SIZE J4* T/r' OAA. X 41 MK MK WEAD *III JI00 MK EMBEDMENT I V4') DOOR CASING UTWN W OP RACW END 4 w Or- MAX *PACING. DOOR JAMB OR WI•IDOIV ATTACH TO 2X F!R MAN/aCTRE* DETAILS. MOTE. SWIM A* NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLOCK +1 15/16" `�� 1r TO BLOCK +l 15/18" 2X4. m MGM TO BLOM IW WW'TAPGONS MK GUNK SIZE .INS MK HEAD SIZE JI00 MK EMBEDMENT I V4') UTWN S' OF EACW END 4 r' PC. MAX SPAC-N& NOTE, STRUCTURAL ZX MAT BE 2X*, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TLUlOU2W NON-STRUCTURAL UC2) 3/16, TAY.ON S 3AW TAPGON MK 1-1/4' MK SIlMSK SIII J46 Elomo"mIT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT 1 V41) UTWN W OF EACH END *' CM 4 W OC. MAX SPACNG. VZ' DRYWALL ® 2XI❑ SECURE TO BLOCK SEC I X4' LLK2) WW' TAPCONS P.T. NAILER MK SHANK SIZE J45 DOOR CASING, MK HEAD SIZE 3" MK EM'BEDPM WIT 1 V49 WUTWIN S' OP RACW END 4 w OL. MAX *PAGING. DOOR JAMB OR UINDOU ATTACW TO 2X PER MAN RACTJES DETAILS, NOTE. SWIM AS NEEDED TO FLU'TB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +2 1/4" /1AIIdD0A TO BI.00IC +2 1/4" u 2X4. m SECURE To BLOCK YV3/IY TAPCO6 MK SWANK SIZE U5 MK HEAD *III 300 MK EMBEDMENT 1 114.) WT14N *' OF EACH END A r' Or- MAX SPAC N& 2X*, SECURE TO BLOCK WV(2) 3/16' TAP'C" MK SHANK SIZE J45 MIN HEAD SIII 300 MK EMBEDMENT I V49 UTWN *' OF EACH END *' CMU 4 W OL. MAX SPACN& VZ' DRYWALL SENT ® ❑ TO BLOCK I mo, 11V(2)!/r' TAPCCNS UW2) 3A P.T. NAILER MK DRAW SIZE J4* DOOR CAGING MK MEAD SIZE 300 MK EMBEDMENT I V4') WRTWN S' OP RAC34 I ND 4 IS'Or- MAX!! SPAWNS. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANtAC1URES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED LOW) DOOR JAMB TO BLACK +3" Ong` Ir Mrn RtnI-E .A^ 2X4. m MOURN TO @LOCK WV 3A*' TAPCCW MK GNAW SIII JO MK HEAD Wn J00 MIN. EMISECIMEW 1 V41) WIT4N S' OP RACW END 4 W OL MAX 8PACN*. NOR, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED SECURE TO BLOM THROIJ6W NON-STRUCTURAL IW(2) 3AV TAPK'.ONB 3/6' TAPC.ON HIM. 1-1/4' nMK SMAK SIZE 34* 191"CoMONT NTO BLOOD MK HEAD SUE 300 M7K EMBEDMENT I V4') *. Cm UTWN VCT EACH END 4 W OC. MAX 6PACI11 VZ' DRriNLL 2X6. ® MX4• 65CUM TO BLOCK Li P.T. NAILER WK2) S/r' TAPCONS MK GUNK SIZE J46 DOOR GASSY MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') ZND 2X *ROBE TO STRUCTURAL UTWN S• OP EACH END MEMBER UJK2A2d UTWN V 4 w OL. MIAX OF EACH END 4 6' TO S' Or- MAX SPACNSM DOORJAMB OR W/MDORI ATTACH TO 2X PER NOTE, SWIM AS NEEDED TO PLUME MANlACTUES DETAIL*. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" Onwnnn M'n atnctc is• 2X4. m SECURE TO OiLD= UV V4' TAPCOr MK GNANK SIZE J49 MK MEAD SIZE 300 MK EMBEDMENT 1 1/41) WITHIN *' OF RAC 4 END 4 W OL. MAX SPAGN2, 2x*. COO MOUE TO BLOCK WOO) V4' TAP10" MK SWANK SITE .WS MK HEAD OU 300 MK EMBEDMENT 1 V49 UTWN 0' OP BACK END 4 w OL. MAX SPACNIi 2X0. SECURE TO BLOCK U92)V4' TAPCONS MK SNAK SIZE J41b MK MEAD SIII 3" MK EMBEDMENT I V4') UTWN S' OP EACW ONO 4 W OL. MAX SPACING. r QL ❑ VZ DRYWALL P4' T. NAILER /r' CAD. X 4' MK OOR GAGING DOOR JAMB OR UINDOV ATTACW TO 2X PER MAN/ACTUES DETAILS. NOR, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED LAW) DOOR JAMB TO BLACK +3 7/16" �� • TO BLACK +3 7/18" 2XA. m SECURE TO BLOCK WV V4' TAPCONS (MK SHANK SIZE 14* MN HEAD 6129.2101111 MK EMBEDMEW I V47 UTIN *' OP EACH ENO 4 IS' OC, MAX SPAC ,d, 2X6. m SEGUE 10 BLOCK W K2) V4' TAACONS MK SWANK SIZE J4S MK WEAD SIZE SW MK EMBEDMENT I V4-) UTWN *' OF EACH END 4 W OL. MAX SPACING. 2XN6 IZ® SECURE TO BLOCK WV(2) V4' TAPGONS MK SWANK SIZE J4S MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') UTWN *' OF RAO4 END 4 WOr- MAX SPACINM NOTE, STRUCTURAL 2X MOT of ON OUTSIDE 4 SECURED TWROU2W NON-STRUCTURAL TAPC40H MK 144' E'BEDM'ENT MO BLOM L�1 *'CMU 1/2' DRYWALL ❑ 1 X4, P.T. NALCR 1' P.T. X 4• MK U r DOOR CASING DOOR JAMB OR WRNDOU ATTACH TO 2X PER MA APAC1UE* DETAIL*. NOTE, SNIM AS NEEDED TO PlL'MB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4' 11DJDE TO BLOCK +3 3/4" a 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 w .abde4N01Eoupmm AA 8: 0003325 g 0 S aysDn►. k M AoaN ABBOTT PARK LOT #45 BLK 7 PLRoa=TR/ 4 .000-45071 Mo lu 4EHB "2605-HAYDEN" GAPLAGN BWD90: RIGHT PAID)M DETAILS 60 MPH EXP. Dw M 09/22/21 BCALi.IMJ: 1 /4"=1'- 0" MIKE= D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL II MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104553 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FWX 22/31/2021 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBdt 12/8/2023 10446,5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR SO/22/2023 114%3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOt 12/31/2021 21495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31./2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBat 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 22019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 25332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353A MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678415 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBOt 12/31/2038 1S2792 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/20ZI 23955A THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-6" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 204619 THERMA-TRU EXT. DOORS SWINGING single ILte EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 OVWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 R13223.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 . JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: OB/16/2021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdosWWoup.eom AA N: 0003325 i h ra C r O A L t E 4e O aysD:v. a4 LOT: ABBOTT PARK LOT #45 BLK. 7 PROJWT/T 0418.0 -4507 HODS 4EHB "2605-HAYDEN" GA tAOa ewtx0: RIGHT PAGE. PRODUCT APPROVAL LISTING 60 MPH EXP. 124 Dw� 09/22/21 >sCALF: 1/4'=1'-0" 8129mm D4 PRgNxwlw CONTROL JOINT PLANM OP CONTROL JONTS BE WR® TED TO LATH e Y Or- MAX (VERTA NUTEL DO NOT PASTEN CONTROL JOINT TO - - E%ow P STUD EXISTS _ BEYOND EXCEPT STAPLES IW %, LEO MAY BE U ED TO TEMP. SECURE CONTROL JONT DIRRNO INSTALLATION — OL. MAX � FIATENEIM TO VERTICALLY DE AP • 1. I i j' TUCKS COAT Cff-W PLASTIOR WIND LAYER V. POPITIMER OUILONS PAPER APPROVED METAL LATH PASTA ED a•1' (VERTJ OZ. MAX AT SUPPORTS URB LAYER L STUCCO SRAP It= SNEATHNS LATH (WALL BE CONrNU01M Twilo N J17NT0 BUM Bc sTMDPrtD � TIED AT EACH MBE. PER ASTM CIBS3 PROVIDE BLOCKING P C; PLATLAT MAX. TO S' PROM OMT CON7ICL JOINT EMI CONTROL JOIN FALLS ON I. ASTENM POR LATH TO BE NAW.S OR — STAPLES N COPLIAWCE 0 ASTM CISSS 7. RIRE TIES TO BE (NO. M) 0E41' 11111E / 1 BLOCKING SWORN MAY BE N ADDITION \ TO WALL STIRS IEOIMED PER PLAN O"W TYPE CONTROL JOINT OL POLO MIYO. R. A •roL� OL110LD-- R. A L aINAM. M.■ L palAM . Ff. c OL pOLD MItIC . PI. A LCLAM.M.� A'AD OL IIpLD NIYO . R. A L CLAN . P1. c 410.0 R. c aUME M. ■ TILL n. c T411OME1 .onar IaA1Ra YA � 0 'Law aLtlt w+Rw,wt MEAL HOLD. m tmca. NGISL APPROVED BUILDNO IIARAP SMALL BE LAPPED A MMIUM OF S' a VERTICAL LAPS (ROLL ENDS) A 6' a MORLMONTAL LArs. ALL SEAMS NEED TO OE TAPED WTM FORMER GEATUNO TAPE � / rwi ur . rerAL urw \ LATH VERTCCM. LAP TO BE V METAL LATH YAe LAYER q sTUCCA WRAP YIUm LAYER 4, PORfFIBER \BYWDNO PAPER I I 2 ecALE.M1 vJ'.IL AP SLOB -LAPS OF METAL FLASTER BASES SMALL BE SECURED TO P RA HW S L BETWEEN SUPPORTS WITH 0I4V-N. (U l-MF0 UM AT INTERVALS NDT Plow TNON w (7R0d?Il AS PER ASTM CME01. Q KICKOUT M10R REPAIR Q TEAM INY TEARS DETAIL ILA BE P1TC1lD B PATC UYHOWE WRAP TAPE PER MA IPA SPEC. OR Mo- N STICK "ANIN0 PAPER eTucco - INSTALL PAST94 M (CLIeM. STRAPS, STAPUM AS REQUIRED TO SEG1aE PIM/ WINE TO PRAMNIS ISM LATER % STUCCO WRAP UM LATER 4. FORTI'ISR BULDINS PAPER PETAL LATN SlIs' SELF-ADWMM PUISRAIE PLA464M 0AW 4SM' SELF-ADNE RNS MEPIM$t E PLASHINi OVER APPRIMM NAME YRAP. PLAMIaas m oyTw(D oNTo Pe.t 104, 3 COEAT CMI T W COW. BEAD SE OP ALANT PLA INSTALL APP NOV M NDLA0111RAP AIR METAL LATH INFILTRATION BARRIER OVER 6NSAtws10 WRS LAYER -J. FORT"IER SSLDNO PAPER ELASTOPERC COATNO OVER STUCCO/ URB LAYER'S, C.V. PNMN (SEE TNT WALL MCTIOW STUCCO URAP aw"TW'N' SECTION Ert LAME. of port�a mm.n pYMer "ll —ply with to WPN�A r qA — t .f ASTM C 926181, In.bl4tion f.x no, lsftV.r *— .h.11 —ply with ASTM C 105319w pr ASTM , 787. 4'.4' 8ELP-ADNERNO MEMBRANE PLAS141NM (COMPATIBLE UV HO1ME WRAP PATERNAL) OVER r OR LENT PIPE F41ETRATICN Cur AND OVERLAP ONE UM OF—/ SELP-ADIERNO MERE8RANE PLASHING STEP 01 WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), In' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER MannFnue. 4t^_Effan 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT L WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 " L" FLASHING N.T.S. N.T.S. / r7�6 •_....... STEP 02 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDINGS PAPER) SAS' SELP-ADMIRING MRORANIN PLASHING (COMPATIBLE UV NOUM URAP MATERIAL) OVER 4W' GW.ADWMWW MEMBRANE PLAMI NS OVER APPROVED NIOUS! URAP. MLAM8It10 m txteNo Ciao PIPE AP am SDE OP MRIeRaE METAL LATH x—x—x—x STUCCO WOOD OR "1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84l-14a, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) r 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.com AA S: 0003325 C y it a llim Li iJ IP ou=ly aXD;,.ABBOTT PARK LOT #45 BLK. 7 MOJWT# 04 81. 00-45 71 MODZIs 4EHB "2605-HAYDEN" GARAas SWUMS RIGHT pAom WALL ASSEMBLY DETAILS 60 MPH EXP. ROL � Aea,►M D TM 09/22/21 /CAUM 1/4-=1'-0- e1ECET WA1 0 INSTALL 6' SELF-AD14ERMG MEMBRANE FLA6HRYa OVER TOP, BIDE(&) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEn1111w= OF FLAMING T12sE. L BOTTOM. 2- &IOE&. 1 TOP X: VENT OAP 18 TO BE SET IN BED .; .•:I"- OF 6EALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT ,,.., WATER AWAY FROM JOINTS. X:- E-Z BEAD ALL AROUND -;{-- VENT -APPLY SEALANT ALL I JOINTS AND INTERSECTIONS r APPLY 6EALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Ii CAULKING • JOINT ALL AROUND PER SECTION Eldalor 1 mrw aad�andllo BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92618b. I 1X. y'� Installation of exterior lathing and framing I shall comply With ASTM C 108319a, -�X or ASTM 1787. URD LAYER el, .:.X,. STUCCO UAQAP HOODED VENT i' THICK, ! COAT CEMENT I,- PLASTER METAL LATH WM LAYER 9, FORTINBEIR BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING WYER �, STUCCO WRAP LATER 7, FORTIFIBER BUILDING PdPER CON6TUCTION —METAL LATH S' aw VINYL CASINO BEAD W RAISED BIND Toin MD-aLLL 6' WIDE STRIP SELF AOFESIVE FLAMING, CLEAN MASONRY BEFORE AFR.YN'G Z FLA8FING STONE VS EER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHINGUNIT PREMANUF. DRYER VENT CAP (SET IN CONT.SEALANT) SEALANT • TOP 4 SIDES FjBDRYER VENT (BLOCK) BUILDING PAPER OVER'CIUICK FLA6H' PIPE THROWN /WALL1 6'SELF ADFEE6IVE— FLASHING (INSTALL PER MANUF. SPECBJ BUILDING PAPER UNDER YSUICK FLASH' A VENT PENETRATION SCALE: NTB. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION . METER FIELD IFY LOCATION F�'�EVLE APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM >RSIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER PI, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 76' TO N.'MID-WALL WEEPSCREED �6' SELF-ADHESIVE FLASHINGWOOD FRAMED WALL RIZONTAL WEEP SCREED (FRAME TO FRAME) A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION WOOD MIEATFINGLAYERSTUCCO Wli R. FORTIFIBER BUILDING PAPER TAL LATH LLIOOD —, TEXTURED, �11SH 0 DFASTEN TO WOOD STfa.47LIMAL MB'EER • T' OL. MAX -6' MDR STRIP SELF ;t ADHESIVE FLASWW^ CLEAN yg MASONW BEFOM APPLYING FNWW a MABOMW ®HORIZONTAL WEEP SCREED (FRAME TO BLOCK) &' DELOWSTUCCO WRB LAYER 9, WRAF,CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE '0' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF-ADHERINGEDGE FLASHING OVER APROVED FIOl16ElURAPWRS LAYER e2, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH(SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP #6 l 9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407.7748078 FAX: 407-774-4078 www.abde*Wkpoup.com AA S: 0003325 a O SUMIV. a LoTt ABBOTT PARK LOT #45 BLK 7 PROMMTO 04181.000-45071 MOD32s 4EHB "2605-HAYDEN" GAVAOZ DTFUgC : RIGHT PADS: WALL ASSEMBLY DETAILS 60 MPH EXP. R 09/22/21 1/4*-1'-0"A2 WOOD 614 CONSTRUCTION V 14AT CAANML ' TYPE "A' DRYWALL WOOD SHEATHING WRB LAYER q STUCCO WRAP THICK, 3 COAT PLASTER UPS LAYER 1, STUCCO WRAP AMICO 4M66-Wi1L^-l60 GU6TOM r_esur. BEAD NO GAP N FIELD —1 (SHIOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE, I EXT. WOOD PRAMED WAIL 411110, LAYER 1, SUE -FLOOR DECKING STUCCO WRAP YARD LAYER -2, FORTIFIBER PRE-ENGV Tw" BUILDING PAPER THICK, 3 COAT CEMENT WEATIEIR S.4RRIER-1- A1WRIfiR PLASTER NZATHER RESISTM - W SAP.. TOP OF WEEP 6CREED NARRER 4 TO 6HEATHNG BEHIND WEEP SCREED I' THICK 3 COAT ClFENTP PL.AOTER 4' POSITIVE DRAIN Ar_�PRn FETAL LATH w= ___ WOOD SHlATHING— �6' SELF-ADHERBNG FLASHING WRAPPED • TOP OF WEEP SCREED `�`.`t 4' POSITIVE DRAN- TO SWATHING BELOW y� er'nean LAYER 1, L STUCCO WRAP (SHOWN FOR SEPARATE AC ' W1RB LAYER -2. FORTIFIBER BUILDING PAPER , 6• SELF-ADHEREING f FLA644M WRAPPED • • CORNER OF CANTILEVER I �n NOTE: METAL LATH: LATH TO BE PER SECTION R-103.11 / A5TM C-641-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CNANJEL VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINI6H i• THICK, 3 COAT CET'ENT PLASTER VINYL CORNER BEAD VINYL CASNG 6EAD L 11D DRIP EDGE INSTALLATION 9/6' TYPE 'X' DRYWALL UYTEXTURED 4 PAINTED FINISH I- THICK, 3 COAT CEMENT PLASTER VINYL �'�aR BEAD VINYL CASING, -WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 4 k THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xT2 HEADER (SHOWN FOR CLARPICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONOTRUCITON RESISTIVE 1 RESISTIVE 4 i' THIGG, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE BRAN us:ee w'iem M FIELD FjyQ_L3GL11 FIEL2FP M FIELD (6WOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE Yi GAP FOR BACKEP DIRT RIOR ROD 4 SEALANTWALL — PLM 3 COAT CEMENTYdTL>rA1jSAQ QMMLW`&Q WATER PROOFNG bt JWAQ LAYER (2 LAYER PEI ON OF " 4 STICK) ONLY) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X V 26 GA GALV. PEEL 6TIGV METAL DRIP EDGE SET N FULL BED OF 6' PEEL T FACE SE 4 ALANT,)j' MN. &TICK DRIP \SPACE PROM DRIP EDGQ TO \\ FACE TO TREX DECK & GAP FOR 6ACIQR IX -Al V P.T. OiP;PWM ROD 4 SEALANT WOOD (TIEX) CONTINUOUS CASING �� WATER PROOPlot WEATHER RESISTIVE LAYER (2 LAYBAIOtlER 1STICK) WRAPP WEATHER RE616TIVE B LLCONY DEC NA"NpR .! CANTILEVER +:7r 6' PEEL 4 STICK s DECK F' DRIP 8DG8 TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 C.A. GALV. METAL DRIP EDGE SET IN FULL SED OF I )j9G ' P.T. OR SIMULATE SEALANT,)j* MIN. WOOD (TRBX) PILLER SPACE PROM DRIP CCNT%J" FACE TO TRBX Yi GAP FOR BACKS YNYL C161NG EWEAD ROD A SEALANT WATER PROOPINtli bt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL A PEEL 4 6TIC) STICK) WRAPPED FROM 3(4 RE6ILIBIT BALCONY DECK TO 14AT CHMMEL .MCC 3 COAT CEMENT PLASTER METAL LATH 6q' TYPE 'X' DRYWALL WOOD SWEATHMIG IIVTBXtURED 4 PANTED WEATHER 11112616TIVE PNISH BARREN 1 WEATHER MMTIVE 3 COAT CEMENT BARKER 4 A6fN VINYL I 4• Ptxrrn a BRAN WEEP SCREED VINYL CA6I'Id' BEAD NO GAP N FIELD (SHOWN FOR C .4RPICATION OF SEPARATE ACCESSORE6 ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 COLUMN OMAT14NO WEATHER RESISTIVE BARRIE11 R 1 WEATHER RESISTIVE BARItlER -2 W SAP. -PEEL 4 STICCK I J6'A3' %' FLASHING FILLY EMBEDDED N ROOF CEMENT _ I V X 3' 26 GA GAL V. METAL DRIP EDGE SET N FULL BED OF SEALANT. )j' MN. SPACE FROM DRIP FACE TO TREX r \PEEL 4 STICK GUIS FLOOR ® 1 jj'XI ' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS K SAP FOR SEALANT OPT. BACKER MOOD. MODIFIED SO 3/4 RESILIENT HAT CHANNEL VMl-L CASING BEAD TYPE 'X' 7PAI L W?EXTURED 4DPINION THICCKR3 CONTPLASTE/ WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 4 EXTERIORCOLUMN -CMUMN 6HEATWN LEGEND 16'GAF. I :1 Yg'43"L•PLA6HING DRAINAGE PLANE (WRB `FULLY EMBEDDED IN PRCS SNIT LAYER "I, STUCCO WRAP) 1 $ X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER — — — — — l eEALAM x IR BUILDING PAPER) SPACE FROM DRIP 'FACE C INS 'PAYE TO TW BEAD METAL LATH WATER PROOFING lot LAYER LAYER PEEL 4 STICW /2WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR 7/16' ZIP WALL �• THICK 3 Goat GEMENr PLASTER SHEATHING METAL LATH WOOD 6148AT14NG I SELF-ADHESIVE FLASHING W PCGITIVE DRAIN marl, ECAERO J / l6HOWN FOR CLARIFICATION OF M MAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN ( W/"L" FLASHING 'SCALE. NTS WOOD SHEATHING WRB LAYER 1, CO STUCWRAP 2x PRAMNG MEMBER i' THICK 3 COAT CEMENT PLASTER WRB LAYER 92, FORTIFISER 2 Imo, C112stallLARAQ CUILDING PAPER---, PAOTO ED TO 6HEATHNG .roc. MIAX C METAL LATH WRB LAYER 1, i• THICK, 3 COAT CEMENT STUCCO WRAP PLASTER WOOD SHEATHING METAL LATH &'SELF -ADHERING FLASHING WRD LAYER -2, PORTW-IBER BUILDING PAPER SF9RNER HEAD ® FRAME DRIP CAP WINDOW FLANGE k 2 1/2' k �f CORNER BEAD (FASTENER 4 SPACING a I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK VIEW FOR CLAWTY) UURB' LAYER 1, STUCCrP WRB LAYER 82, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASH ING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER r2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP \ I WINDOW FLANGE 1L 1rJB CASING BEAD ® WINDOW (FRAME, NO BAND cr�l 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 5: 0003326 s� O ;iffl191 gl, O sysniv. aR Lolt ABBOTT PARK MAT #45 BLK 7 Pnoiximir 4181.00 -45 71 bwDzl A 4EHB "2605-HAYDEN" GARAGM awns: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. n(`,n1 L>J L 1 F'ruarrDA 09/22/21 sCAUM 1/4'=f-O" slam. WA3 WOOD SHEATHING —\ WRD LAYER h, STUCCO WRAP WRD LAYER 42. FORTIFIBER BUILDING PAPER —� METAL LATH i' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER I I Lit METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) UM LAYER M, STUCCO WRAP WRD LAYER 82, FORTIFIDER BUILDING PAPER 1 METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) ra' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER STUCCO TO — SIDING TRANSITION SIDING -7 STUCCO WRAP J' THICK 3 COAT CEMENT PLASTER FETAL LATH WRS LAYER 02, POIRTIFIEIER DUILDING PAPER WOOD SHEATHING WRD LAYER M, STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL t STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD SFEATWfN6 ­, SAP R I,LLSISTNE uaATWMt RESISTIVE —� 1SAIaRER 9 IW�x TX. eSvNG­, 1. SELF•ADNERM —� FLAl1.1m STANTON STRIr \ S• GELF ADF� FLAMINS tlEAT1ER RESISTIVE [WIRER IEAriER IQMSTNE a4RlaR 9 ' y FLAELF-iADrERM 4A.VD FETAL Z' FLAwMi 0119" an mooD nen FeFIeEIe� •47 / \ / uiaoo°' 6PULATED TRn roplem GAP %W.4QXM \� •` / OR APPROV20 SEALANT resela SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-148, MIN. 2B LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER In, STUCCO WRAP WOOD SHEATHING WRB LAYER 4, FORTIFIBER '' wom OOFMTIlicTION e[YDNDM BUILDING PAPER i I WRB LAYER 01, S{ J' THICK, 3 COAT CEMENT STUCCO WRAP wEAT W."Tr MAINVER REelerne \ BANNERtk q TO LAP PLASTER ' ueAti+oe'ResIETnE ���/ \1 'r BOVE TOP SVIRRIER R aR rLAwm WRB LAYER 02, FORTIFIBER Y.'x LAr60M tlV i BUILDING PAPER I eANNER',�°a'� YNYL ANGLED ; . ULP-,,ADN0104 � +M \\\ CASING BEAD WEATHER STN4 I METAL LATH / \ // VNYL CASING BEAD I i STARRIRBTW \I \ THICK, 3 COAT CEMENT I m FL: MM (EXPLODEDRIM" �}' � VIEW FOR PLASTER \ -' °e / CLARITY) GAL�F� ��' UNATMIt REeNTNE LAP _ VO 6' HK ABOVEE TOP OF 'r FLAMM6 E•: READ ff eAeNa r4' x S' SRILATED faY%' DLC PVC / , YI700 TRFI FE1'oER RDIU aApQR ROD) \ / ' SELF•ADFlRMS CASING BEAD ® RAISED �. ""° I ' I FLASNN6 \\ BAND (FRAME)"'`'"`" OR AFTRDVED SEALANT ',i., WEATWER 1,7 A �SISTNE BANNER RISTIVE SCALE: I I!2' • I'-0' I'lSNTIVE a-z eEAe VMn wean SAMMiR tuwc' FLEx81LE PVC BACKER ROD) SIDING TO STUCCOR�1°TIrE ® FRAME TO FRAME 9 TRANSITION LEGENL DRAINAGE PLANE CURB LAYER 01, STUCCO WRAP) URB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER x—x_X_X 0 -------------------------------------------------------- a' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER $2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (UW%' FLEXIBLE PVC BACKER ROD) i r WRB LAYER h, STUCCO WRAP, I WRAPPED AROUND FRAMING MEMBER I 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED it FOR CLARITY Ya' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFISER BUILDING PAPER WINDOW FRAME WOOD SHEATHING WRB LAYER M, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdmkgngroup.com AA S: 0003325 E 8 NOR 5 sysDiv. ag L.OT: ABBOTT PARK LDT #45 BLK 7 PROJWTIF 04181.000-45071 MODSLa 4EHB "2605— HAYDEN" GARAGZ GrWDFO: RIGHT PAGZ: WALL ASSEMBLY DETAILS 60 MPH EXP. 4 I �L�,V ` DF-PRINTIM 09/22/21 CASING sCALIM 1'4"-I'-°" WA4 I S' AND 10' SHOWN IN f GALVANOID pooffiftum CUT OUT THE GOOSENECK WENT OPENING N THE RODE —E OULD BE TAKEN N NEERNGTHE VENT PROPERLY ALIGNED VENT PIPE I6 SEALED W URYED NAL NIL RE USING 1-1 N" NAILS AT EACH COLVER N RGDFGfE— SHOAOEEA—EDT.—EHNGIU EDESNEARTHE OUTER EDGE AND AROUND THE ENTIRE FFRIMETER AE RED -MENDED IN VE RE WEATHER COASTAL SHEATHING SIZE THE OPENING IN ACCOROHIE W-THE CHART -DUN IN HE EVENT A MECHANICAL VENT FAN6 USED. SME THE VENTOPENING IN ACCODANE V.RH VENTFANMANUF—LIRE'S EI CQJNECTION INSTRUCTIONS CW6TR11CTION ZOES DONOT OUT INTO TRUSSES OR RAFTERS WNW CUTTING THE OPENING IN THE ROOF RFERNG SHN TINE K METER GSOTS TREND OFT EVENT THE T TO TSOTUTTIf NALNGRH.I(E OFT VENT UYS FLIT TO THE RCaF SHEATHING SLOE THE 1 TOPANDSOEFUN ESDETHEVENTUPANDIMCER SHINGLES ALLOW THE BOTTOM VENTFLANESTOUYCN THE TOP OF THE SHNOES F. IF -IF--- o --�11 ROOF HOOD VENT DETAIL CUT NaaNRAr AT /S• .ANNJ MIoD'Pm 'r OUT N MOUBENEAP LINE OP WIDOW OFUNM APPIEOVP Mo11EBLRAP OVER BIEArAM OMEIe UD STD BALL STEP 1 PLASMA C VR NALN6PLAON JAMS! EXTEND PLA MN v BELOB NLL PLDt18LE M.ASIIEA&w IS DD NOT MAL BOITQI PIN STEP 6 rBMPO1EARLT TUCK TRAP t0 TUCK AD LINO At MEAD FOLD NOISd N AT JA'W. BIam Nl R ASPIULT PUSTC CEMENT MOLTED AROIND BASE CE PPE HID OVER FUNS ALIM PLABIMb w Mr. EDGE OF ILL no. M RCWANK ALLY PA07M PA/AtD EOMM (CAP NAEI, !TAKEN NTALL DUAONT RDRRAP AS n PLASMP6 AT TH Pam WOOD~ DaN . TAPE MAMMAL OUT . AO1E088 MEAD Q EPDdY PLUMBING VENT DETAILS :P NALAM AT W-00 AND NEAR UPFLT TO BACK I LA08E N LNr LV 4R-pumo m AOLES OR Nam WTALL A' WDE ADMNN - BAO® F • FLA64M MATERIAL OVIE DIP CAP JOINT (P+EOTECTO.EMP BT-NRi w EOAV) STEP 8 141�410 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 3S' WIDE VALL H—HNG !OY OR HEAVEN FELT UNDERUVIENT ASPHALT ROOFNG CEMENT NOFASTNERS WOHN T DE CENTERLNE MRA FASTNERS N END E SHNGIE �. i-EMwo woBNN¢e T LEAST D VAIIEY CENTERLINE "C-iPPEDOF COEIA:R AT Mi DEf3i EES ——EETRIMMED— FROM VA —CENTERLINE ROOF VALLEY DETAIL APPLY OBI WU (O EQUAL) NTALANT I WEA)QLVC11 JOINT PLUG APPLIED PLA WM (LAhC0 WIITE-SEAL TIC -a OR ■d1ALL SLOPE BILL TO DI bKm L IT 14 TIE CONTACTORS IMPO OOLTT TO VERPY TWE COIPATOLLRT IE OP ALL PODUC78 NCLJJCl WCU$O RK AP. SEALAM A SELP-AC641FA 1S PLAIMNO MATIIMAL4 USED DUNS CL/ATlWClWK . WTALL ALL MATERIALS PER MASPACT ft WFATT101 BIpEo/CATION MAItkilhL IEALANTS MAT REACT ADVERSELY P NOT CCMF-ArnkJL. AND BEAL JAMD TO BILL JOINT, WTW DOW EEJ9 FOLLOWING GOhIPLETIOV OP ExTEItlOR RETROFIT UJOIIIC REPAIR ficA 'B ,MOON ,WALL BE FR'LEMENTED AT ALL WNDOWB WITH ENDBNCE OF WATER NTRIBION BELOW TIE WINDOW OPENING L`NTERIOR PERMETER OF WINDOW WTM eon. L IT R THE CONTAGTOIN NW4"0ILTY TO VERPY TM COPATBRJTY OP ALL PRODUCTS NCLIDm SEALANTS . SELP-AD/EEW PLASMND MATE18AL8 USED DU M CO/ATRCTIOL 7. PLA04M AT EXIMMR WEDGES AND DOOR OPOIDUS SWILL BE ►STALLED N ACCOIOANCE UTN PUMPACIUI[R'S INSTALLATION 20TUNC710N AD A NOVlD METMOD U OF PBC WWMA U N ACCORDANCE ERN RNESTRATION MAIIPACTIB:RS NETALLATION AND FASMW EISTRCriom 9SMEJ2L SEALANTS MAY REACT ADVERSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS r I�� 1441 N. RONALD REAGAN BUD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 Www.sbdssWiWoup.eom AA 0: 0003325 ay i p (l O E gum! ►. At LOT: ABBOTT PARK TAT #45 BLK 7 PROJWT1/ 4 00-4507 bwD3L1 4EHB "2605-HAYDEN" GARAOs swOto: RIGHT PAOM: WALL ASSEMBLY DETAILS 60 MPH EXP. \ —2x6 SUB-BANb W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK g• ✓ 1/8' TEXTURED FINISH •WOOD I/e1 1/2' TEXTURED FINISH 0 CMU METAL FASCIA UlRAP I\ II I \ I \ 2X6 SUD BAND / 1 . ✓ METAL FASCIA \1 WRAP O, FROM 1 T STUCCO, I' FROM ---- WOOD WALL \ \ EXTERIOR WALL 1\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ©PL,4N ,4 ©FL AN B VS' TEXTURED FNW4 a UA70D. 10' TEXTURED FMISN a CMU �IETAL LATH U)OOD S4E:ATHMG OR C111 UIRB LAYER 01, STUCCO WRAP (FRAME ONLY) UAM LAYER 4, FORTIFIBER BUILDING PAPER -- (FRAME ONLY) —ROOF KICK OUT REMOVED \\ FOR CLARITY 1 ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL IVNOT INTO STUCCO) DRIP EDGE METAL KICK OUT �1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED // FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/IV W' NOTCH is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KIC K—OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A 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 LUAU 'x4' NOTCH 0 END, WRAPPED IN PEEL A STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGIW BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 W w W.andealpgrouP.eom AA N: 0003325 s 71 f 0 s�DIV. as LOT ABBOTT PARK LOT #45 BLK 7 PROJMTIP 04181.000-45071 moasls 4EHB "2605-HAYDEN" 0ARA0R s\IIIIdOs RIGHT PAOL': WALL ASSEMBLY DETAILS 60 MPH EXP. DATM 09/22/21 8CALM 1/4-=1'-0- olsL'3 P WA6 -1 —IF 4' CONC. w SLAB - Iw Ow wl ~ ~ TOP OF a 28'-2' SLAB 3'-8• 8'-0. 3 11 r FM-18x18 1 11 1. 1.1 11 li li 4' PVC i/ CHASE o l Tv `D I� TT OP OF mJ § SLAB ii fl J U I N II II 00 �n I i� it 20'-5' 7'-5' LL rIZ_ CW-12x12— {i I II a L 1; I I II — — 5 F-24 1�-r b i i 11 I I, c ro CWC-1 K nZ _ _ — — —11 rn I n V I m UP TO 2ND FLOOR w (FIELD VERIFY 0 N n a°w 8 EXACTLOCATION) Y 5 8 I I 1.1 T-0' Z 9'-5• 9'-3" 9'-0• 2'-8" 9'-4' q 1 1A �I I b L1 X d * r7F' M3 TRANSFER STEEL L I I I 9 24' O.C. MAX y Y 51MIlAR 1P' 2 0'-0' FIN. ELEV. I I.2 FIN. CONC. SLABOC. SLAB I id IO 11 I it L — FM-18x18 _ — FMC- 16x18 3'-8' 9'-11' 4'-5' -10' 18'-0' 2'-1 4' CONC§� L ---- FM-18x18 -- -I ro . I� p w SLAB 1 � { Y iv i ,1 FOUNDATION PLAN SCALE: 1/4' = V-0' ;1•111ill 07_.%iNIZICDlelI*? 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE •0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0•, 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE IQ"FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WNDOWIS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW'DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.EINDICATES •5 BAR, UNDICATES Y8 BAR, EDICATES 97 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS 05= 30', 08.381, 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 2,00GPSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402602-18, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402802-18, USING: Fm = 2,000 PSI, TYPE "M' OR'S' MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-X Or, MAX. SEE PLAN FOR WWAI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 8x6 W1.4-1.40VER GENERAL 3 1- 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME S1ZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM.12x18 12" CONTINUOUS IT (2)05's FM-18x18 lT CONTINUOUS IT - (2)f5's FM-20xl8 20' CONTINUOUS IT - (2)#& FMC-1808 19' CONTINUOUS 19, - (2)f51 VARIES CW-1202 12' SEE PLAN 12" - (2)05'. - a 0•� CWC-1Z02 IT SEE PLAN iT - (2)05's VARIES F-24x24 24" 24" 1T ( ) '% () 's - TE-1 8' SEE PllJd 8" - (1) 'It _ �- 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.ebditWWoUpmm AA M: 0003325 a Q 4 stnmly. ae LOT ABBOTT PARK LOT #45 BLK 7 PROAMT/ 04 81. 0-4507 KODZU 4EHB "2605-HAYDEN" GARAos OWDM. RIGHT PALM FOUNDATION PLAN 60 MPH EXP. Lv l Dw� 09/22/21 sCALM 1/4-=1'-0" alimn" s1 w MIN. EACH WAY MONOLITHIC FOOTING t. v I STEEL REINFORCING IN GROUTED �_ STEEL REINFORCING IN GROUTED • — - - CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v - a € u 1 �. 'r �_ •ram GARAGE DOOR I RECESS N O FM O m B' CMU WALL fj 8" CMU WALL ++II CORNER BARS, SAME SIZE AS LARGER BAR •�� W S' bK '- a •, '•I. 1•. IN FOUNDATION WITH 30'LEG EACH w� L 'IA.f J WAY AT ALL CHANGES DIRECTIONS . TOP OF SLAB .• TOP OF SLAB .I I -. SO THAT THE STEEL REINF. IS CONTINUOUS I - - . I( MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR • SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA • 1" CHAMFER (1STORV) . EXT. PORCH SLAB _ ARI • _ SEE SLAB SCHEDULE TOP OF GAAGE •I '. 4" CHAMFER (1STORY) LI ILL '' w CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE •' h MASONRY UNITS SET AT ELEV'. Will l2' ISOLATION _, 6' CHAMFER (2STORV) JONT (VN,ERE • • !4 24" W/ 1/2" ISOLATION 8" CHAMFER (2-STORY) I\.T'r .. 0-P APPLICABLE) SEE SCHEMUE i5 3a, AVPL�C 6 ERRE ) •_4 SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR NMD. BAR SIZE FOR W D. BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY AND BAR OUANrTY ti NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO i7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAE 3r=,'0 SCALE 34'=,'-0' GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-a' SCALE: 3/4'=1'-P (1) 95 REBAR VERTICALLY W CONC. POURED CELL LAP TOP PLATE A MIN. OF 48' CMU AND NAIL W/ 15d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT g F4 REBAR 024" O.C. ® CENTER OF LAP TO OCCUR OVER STUD OF WALL W PLAN SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Y OQ I ( NEW REINF. BAR BTM. PLATE TO BE PT. 5 SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 2" CAPPED 19E °� EPDXY. MIN. EMBED I SLAB W/10d MASONRY GALVANIZED PIPE o •',.4• 4 I CONC REINF W/ W/FLANGE ®BASE < FOLLOW ALL MANF. r x SPECIFICATIONS FOR ADDITIONAL METAPGLRED. CONNECTORS NOT y , 'k6" •10 WMA ON USE AND I REQUIRED WHEN NO "' 5: J I Mll POLY ETHYLENE E7 n i PREPARATION OF J p r 4-HIE UPLIFT IS PRESENT. w _ VAPOR BARRIER ON SLAB SCHEDULE • •I� r WELL -COMPACTED SECURE FLANGE TO '� CLEAN FILL TERMITE SLAB W(4) 1/4" X 2 1/4" TREATMENT SHALL BE 7APCONS O}' TOP OF SLAB [SEE A S' BOA -CARE u, A •� (2') CONT 04 REBAR 4" CHAMFER (I -STORY)` • �` •--�- . d _ 4 L 8"CHAMFER (2-STORY)- .�.•,' (2) R5 REBAR ON CHAIRS d•• •� J 2,000 PSF VIRGIN SOIL OR 95% ED_ ED, SEE SCHEDULE 12" MIN. DEPTH INTO COMPACTED SOIL FORM BAR SIZE VIRGIN OR ENGINEERED SOIL a Q AND BAR QUMIn,Y SLAB HEIGHT LESS THAN 3'.T PER PUN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEPMONOLITHIC LLARD FOUNDATION o &@L SCALE 34'=,'-0 (NO UPLIFT) ef221���� LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"CYC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE N CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO n SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12' O/C STAGGERED. u ADDITIONAL METAL CONNECTORS NOT D REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TVP.) •: •' S" CMU FILLED CELL(TYP.) • TOP OF SLAB �4' TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING �• •- a TOP OF SLAB e• 12" DIA. SIMPSON STB2 BOLTS S MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE 4• a . EXT. PORCH SLAB BAR SIZE 4B BAR DIA 3 ¢ 4' CHAMFER (1STORY) GROUTED CELL, 4' FROM ENDS AND 93 1B„ H W/ 1/2 ISOLATION 6" CHAMFER (2-STORY - 4 • 18" O.C. VERTICALLY MAX JOINT (WHERE • •4 24" e 4 -� APPLICABLE) z ATCH STEEL •5 30' CHASE 4 REINFORCEMENT SEE SCHEDULE PER SCHEDULE THRU 6" PVC CHASE THRU FOOTING FORM 6AR SIZE FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MD, MR SIZE AND BAR QUMRfY PVC CHASE PER SCHEDULE 9 SCALE'3/4"=1'-P BLOCK WALL CONNECTION THRU FOOTING (NO UPLIFT) 12 11 scALE 3/r=,'-a• scALE yr=t'-a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 78 FAX: 407-774-4078 www.abde•oVoup.com L AA •: 0003325 Y y O svannr & w ' ABBOTT PARK LOT #45 BLK 7 PRID"wT/ 041 0-45 7 KIDDRU 4EHB "2605-HAYDEN" GARAGZ BWDM: RIGHT PAOL: DETAILS 60 MPH EXP. r u FIRST FLOOR DOWEL PLAN SCALE: 114' = 1'-0' I N. RONALD REAGAN BLVD. LONGWOOD, FL 32700 PH: 407-7744078 FAX: 407-7744078 w zbdm4npup.00m AA 8: 0003325 h O a wanly. ae L. ABBOTT PARK LOT #45 BLK 7 P100JMT/ 04 81.000-45 7 MODZ l 4EHB "2605- HAYDEN" OARAd3 BW M0: RIGHT PALM FIRST FLOOR DOWEL PLAN 60 MPH EXP. r (`'��i L� n TIE VERTICAL REBAR TO HORIZONTAL REBAR W/101 HOOK GROUTED BOND BEAM VARIES PER ELE CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. O . •' TIE ERTICAL REBAR d S • TO HORIZONTAL REBAR W/1a'NOOK —` BAR SIZE 148 BAR DIA f3 18" a f4 24" I V fs 3a' fs 3B •7 42' HORIZONTAUVERTICAL REINFORCING � SCALE: 3�1"=1'-0" NEW REINF. BAR BECURED W/2-PART EPXY. MIN.EMBED ONO Jg 7 8". FOLLOW ALL MANF. o SPECIFICATIONS FOR m I USE AND J PREPARATION OF HOLE. d 4, _ STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: OFFSET METHOD CONTINUOUS BAR SZE 4B BAR DIA METHOD #4 24 HORIZONTAUVERTICAL f5 5 REINFORCING fB 3B" 2 f7 42' SCALE: 3/6"=1'-P STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND t SPACING REQUIREMENTS �u C w 8" CMU WALL ;�. EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA i H W/ 1/2" ISOLATION 8" CHAMFER (2STORY) f3 18" JOINT (WHERE a 94 24" APPLICABLE) MATCH STEEL f5 30" S" PVC CHASE i F, REINFORCEMENT PER SCHEDULE 08 THRU FOOTING f7 42' SEE SCHEWIE FM BAR C R SIZE FANDM BAR MR SIZE PVC CHASE THRU FOOTING 5 f5 BARS Ell r�v 1'O E ¢ CMU UNIT DIMENSIONS m ARE NOMINAL SIZES REINFORCEMENT PER SCHEDULE IG 441 N. RONALD REAGAN BLVD. LONG OOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosWngroup=m AA f: 0003325 s� C swwzv. a: LOT: ABBOTT PARK LOT #45 BLK 7 Pno"wTN 04 8 .000-4507 woaarr 4EHB "2605-HAYDEN" oARAOR *WDM: RIGHT PALM: DETAILS 60 MPH EXP. DATM 09/22/21 SCAM- 1/4-=1'-0" 8*12= S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 WI (9)10d x 1 12' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81538, .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. HEADER SCHEDULE MARK SIP ION REMARK 1D (2)2X8 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 ( ) WZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)05 1 (1)95 WA GROUTED SOLID BB2 MASONRY 3000 Sx8 (q 45 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' = l'-O" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 w zbdexiIIPWouP.00M AA M: 0003325 h i ire V O a UMIV & w .. ABBOTT PARK LOT #45 BLK 7 1pnoJwT#I 4 00-45 7 MODULI: 4EHB "2605- HAYDEN" GARAas awnM RIGHT PAOZ: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH E . rrr� %J L 1 DRINT w09/22/21 SCALZ: 1/4•=1'-0" Bill= 164 s2 %5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10' HOOK %5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE. 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —%5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR TYP 8W 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)95 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1N5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYP. B'KIS" b S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM ! COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL ' REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1K TOP OF THE LINTEL. e 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. n F=FILLED W GRCUT �1q U =UNFILLED NOMINAL W O7H N OF Co.N5'SIN 2ND BOND BEAM URSE N �16-1 T/1 ill/ OMINAL B E QpE HEIGHT N OF %5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1MJDS INDICATES A DOUBLE BONO BEAM %OF%5'S, BOTTOM AND XFXX-1TgMg8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T11 MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX-1TgMgB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST +31M" 4 h WINDOW SILL z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 1 Y SCALE: , 1IT'=1'-0' SINGLE %6 CORNER I BAR, 30x30 TURNED UP INTO OR TURNED DOWN STEEL REINFOF . FILLED CELL - BOND. BEAM PROVIDE N5 8AR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0' 8xl6 DBL. BOND TOP �F BEAM W/ (1) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAMT T Wl(1)05 BARD BEAMGROUT SOLID FROTQeLINTEL TO TOP OF BEAM,IF FILLED LINSEE NOTE8x8 PRE -CAST CONLINTEL W (1) N5 BALENGTH OF BAR = MASONRY OPENING-7BEAM DESIGNATION ORBx8 PRE -CAST CONLINTEL, W/O STEELTO PLAN FOR LOCmo . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND ,8" O.C. MAX. MIN 1-IW EMBEDMENT 2X6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1W) 8" FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 278 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD If SIZE 300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN, 2-12d PER SLK. EA END EMBEDMENT OSB SHEATHING WALL RCHWAY FRAMING DETAILS w000aBcnoN FA618618?YICW 4=2'MIN, 2}"MAX %=2t MIN, rMAX W� ;=, }"MIN, 2}'MAX MIN, 2 }'MAX d,=2"MIN 2 eMAX c,=2} MIN. B"MAX 02d e, =1 ? MIN, 2 ?'MAX' a=t'MIN, 2}"MAX d. =2" MIN, 2 j^ MAX s.=2}'MIN, 9"MAX Ww F=1?'MIN. 2}"MAX ea = }' MIN, 2 e 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 t OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE d. = END DISTANCE ti = BPACING BETWEEN ADJACENT FASTENERS IN A ROW S = SPACING BETWEEN ROM OF FASTENERS b = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 wwwsbdeftWoup.com AA 4: 0003325 V fg it i O i ax svly. aN LOT: ABBOTT PARK LOT #45 BLK 7 Pno mCT/: 04 .000-4 071 MODZU 4EHB "2605-HAYDEN" GARAom sWDM: RIGHT PALM DETAILS 60 MPH E fTM 09/22 221CALm: 1/4"=V-0"3m mT S2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE L LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH eU8 SON 18-1 1 IT 1r106 ITM TYPE LENGTH � PLAIN BIB SOLID TYPE LENGTH BIb1T e1161T er20-1T er21-1r erm lr e192-tr MID e-lrn tTn lrn tm irn 6162T 6/16.2T 62D-v &,Az &294T &w- r 3'�' PRECAST 1438 962 3114 4217 e321 6426 7531 3'43' PRECAST US 1024 3'�' PRECAST 16e9 3R4 4304 ti283 6132 7001 24M oils 63e5 7706 tact 10000 I6e9 3524 4304 5203 6132 7001 4'-0' PRECAST 1065 700 2306 3125 300 47e6 5667 4'4• PRECAST 514 763 V4r PRECAST 1383 30e0 3815 46M 6925 W79 19e1 We 7102 e624 MT 8761 1303 3000 3616 46M sm e07e 4'$' PRECAST 819 633 1770 2400 3033 3e86 4300 4'4• PRECAST 308 591 4'4' PRECAST I= 2682 3375 4043 4711 an I= 6743 Ma GM 041 7686 I= 2707 3375 4043 4711 5379 6-4- PRECAST 931 1247 I= 25e0 31M sees 424e Ste' PRECAST 411 411 5'�• T 1010 Iwo 2374 m" W13 4084 1319 4480 T196 7342 6780 820 1018 2276 28M 336e 3061 4M 5-10' PRECAST BIT 1024 1631 2000 2649 3009 3470 PRECAST 340 339 5'-10' PRECAST ON 140 te71 2443 2e15 3397 1161 sees 6877 am me sm�-10' ON 20 203 3107 ism 4133 8' 8' PRECAST 1130 3227 3031 3707 43B3 Wet �-� PRECAST 410 721 8'$' PRECAST an 1201 ism INN 2332 27M 1130 3227 4686 7054 I= 662�, 835 18e8 2329 2790 3251 3712 T�• PRECAST s7o m24e6 2206 2696 31e1 sees T-0' PRECAST 303 534 T 8• PRECAST Tie sm 1181 14M 1743 2= vas 24ae 308 4e64 7o6T 6472 727 104 202e 2426 2827 3225 9'4• PRECAST 428 63 1693 =4 MI We 2821 W-4- PRECAST 192 384 7 4' PRECAST 4a4 sm m946 lin 1310 e3e 1674 2298 3081 4W0 4ee9 572 Isle 1643 1869 2164 2819 10'$' PRECAST 388 457 1247 1787 1904 210 2020 10$' PRECAST 151 301 1a$' PRECAST 386 468 612 m m1042 m U07 107 2781 3222 �{ $04 tteo 1472 1783 1710 1989 11'�' PRECAST 330 644 1312 1742 2252 2866 300 11'�• PRECAST 132 417 11'�• PRECAST 430 408 ti30 on 777 on 844 1312 1742 2262 2668 3662 466 1042 1972 1843 1170 1710 12'4' PRECAST 308 607 1210 1698 200 26M stet lz-(r PRECAST 111 370 '-0' 12PRECAST 383 see 476 667 e96 783 807 1210 16ee 2046 2688 317i 440 940 1300 Ism 1314 1476 13'�' PRECAST 270 433 1045 13M 1732 2157 2b36 13'�' PRECAST 82 298 13'�' T 308 3m 303 464 Re 646 414 1045 1355 IT32 2316 2806 306 Teo 1057 1312 1071 12m 14'-0' PRECAST 254 888 978 1272 IwoI= 227e 14'-0' PRECAST 71 293 14'-0' PRECAST 279 276 380 443 mam 300 We I272 INS I= 238e 376 TV mi 1102 975 1 1133 14W PRESTRESSED N.R. NR NR NR NR NR NR 14'4r PRESTRESSED N. 283 14'4r PRESTRESSED 230 422 506 eke 746 m 45B 1079 1429 1824 2277 2712 246 663 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 15'-• PRESTRESSED N.R. 252 151-P PRESTRESSED 224 367 464 574 664 m412 1014 1340 17m 2118 2513 230 616 908 1134 13e3 1572 1T�' PRESTRESSED N.R NR NR NR NR NR NR 1T-4' PRESTRESSED N. 183 1T�' 187 328 3e6 481 887 680 300 m1121 1413 1739 2047 102 508 720 601 1135 1312 19�• PRESTRESSED N.R.4' NR NR NR NR NR NR 19 PRESTRESSED N.R. 148 19'r4' PRESTRESSED 102 208 348 430 513 6B6 236 738 96e 1200 1167 1718 166 429 621 803 960 1098 21W PRESTRESSED NR. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21' 4• PRESTRESSED 142 219 306 391 454 627 loo m$33 1039 ties 1466 142 373 w 000 61e 943 22'-0' PRESTRESSED N.R.166 NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 118 27-0• PRESTRESSED 137 226 200 m428 407 660 784 m1203 1361 137 368 613 an T79 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR R NR 24'-0' PRESTRESSED N. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 129 460 654 824 10u 1 I24 1 319 466 bet 697 70.1 - 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 REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeelgngmup.wm AA 1: 0003325 0 $ $ aysD2v. ae TAT: ABBOTT PARK LOT #45 BLK 7 PMOA=T181 4 .000-4 71 HODSL: 4EHB "2605—HAYDEN" GA2sAGZ 81t4'DIM RIGHT PAGr. SAFE LOAD TABLES 60 MPH EXP. Al � f A M 09/22/212!L'SP RENT FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 1 12' HDG 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 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. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENWGS. 8. LINTELS SHALL HAVE 4' NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .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 W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 24 STM. 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 TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE 8= 8 BASE PL^TE OR MARK DESCRIPTION REINFORCEMENT REMARK VJD-1 4X8 (3 X'.5 X") SYP. HTT4 W/5/e' DIA x 5" 5/S3. 1A PT., WOOD POST EXP. BOLT r- - - - - - - - - FIRE L— — — — — — — — — 3/4• SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS -W ELEV. VIEW 1 PRE-ENG. FLR. JOISTS J� 'li 3/4' PLYWOOD 11 1 DRAFT STOP II PRE-ENG. FLR. JOISTS II I�I 2X4 NAILER FOR DRAFTSTOP 3/4• PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II n II II N N N I n n n n n II x 11 II N N N N II n u u u n 11 I I II 11 II II II II n N II N N r n u n u L NII N N N N II u n n n u J3 u u u II II II II Ir u x u II 11,12 IIIIIll ���111111 Ir n u u u N N g n n u n u N u u u Bill TO CIU WALL W/ N II N II 2x4 W" OOD WALL WII II 11 II n II II/ N N II II 'I II N2X4 WOOD IIYP. WALLW NO2 STUDSSIMPSONL0MIHDANWD a12'D.C. N (4)Y'x2K8DBBDRWT08MM SYP.NO2 STU+rDSo.u n II 11 IIMMSC(4RrAD u u n u I tl I II I I N c. p II II 1ND II II II J4===edlll II IN _ — PREF JDOR JOIST80aro.C._ rl� � I I � I Iluu�iii10 I CJ3E I" II n n n n n EJBE CAE — -;,I — — x_ — II II II II II II II II n I n J9 II II II II II II II II u u u u II 2XI 1O II II WALL W DBL. 11 II STUD UNDER I II II EACH JOIST 11 II II II II I III II u II II II IOVIDEII�ITOPPtNG II WALLOW/DB. P II STUD UNDER II ALONG THIS TRUSS AS TO II H JOIST II E II LIMIT RE TO 1000 S.F. II II II II PER FB II „ •• .. .. II FIRSTFLOOR FRAMING PLAN ° 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abde%WWoup.00m AA M: 0003325 C q IN CC 3 O Y O a av>miv. as WT ABBOTT PARK LOT #45 BLK 7 PROJ=TIII 04 .000-4 07 WODZU 4EHB "2605—HAYDEN" RIGHT PACE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. PRINT -1 DATM 09/22/21 sCALM 1/4"=1'-0" s imm S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 i NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }" NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(l) SI MPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 i' NAILS TO GIRDER AND (2)SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 } NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W (3)10d GALV. COMMON NAILS. 1z2 SECURED W 1Dd GALV. COMMON NAILS 17 O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFWWALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE. APT SYP 427x 4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24.O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U: 1810 LBS, L'.770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2385 LBS, L1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE 34"=,'-°' GIRDER CONNECTOR(S) SECURE IJOIST 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 sm bam BLOC( 714Cl0®• 4500 314"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 518" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING �2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/106 MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT I -JOIST CONNECTION @ L.B.W. 4 SDALE:3`„=10 (NO UPLIFT) OTCH DEPTH 1/4'D HOLE EDGE >518" HOLE DIAMETER < 2/51SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE>5/8' 01 BTM. HOLE DIAMETER PLATE <3111 DBL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE 11/7=1'-P ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSONHETA16 TRUSS ANCHOR WITH (9) tOdx 1 � NAILSTO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP •2 7 x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 RO IA, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. k—A-(1) SIMPSON LGT3-SDS2S GIRDER TIEDOWN WITH (4) r x 5" TITEN HD TO CMU AND (12) BOB r x 2 ? TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x 5" TITEN HD TO CMU AND (18) SDS t x lx2 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W (3) 16d (2) � x 5"TITEN HD TO CMU AND (18) SDS 4 x 3" GALV. COMMON NAILS. lx2 SECURED W 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 17' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 32SS LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 34-' 1 � 8IC1®tBtOCK 7lf70B1 4500 3/4" WOOD PANELS 8000 (2) 72' WOOD PANELS 80 (2) 12` WOOD PANELS BO 2.LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK H14 W/ 5/B' A.B. WITH MIN, 7"EMBEDMENT TO SLAB & (18) 16d. 2-1/2" NAILS TO POST. POST TO IT DIRECTLY ON SLAB ,4 , 4 5 LVLMOOD POST CONNECTIONS SCALE: 3/4"=1'-0' A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"' WEDGE-BOLT/J-BCLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILSTO HEADER FL•17241 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 MIU3.56/16 G < 2900 LBS, U < 210 LBS W (4) 314- WEDGEAOLT/JAOLT, S MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7 GALV. NAILS TO JOIST FL•l7241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W (8) 3/4- WEDGE-BOLT/J-BOLT, 5' MI N. EMBED (1 a) 18d GALV. COMMON NAILS TO HEADER AND (10)18d GALV. NAILS TO JOIST FL•25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W (8) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 18d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV. NAILS TO JOIST FLt17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE. 3/4"=l'-0' " MAX (W11X4) Oft 10-0' MAX (1NlD(d) r MAX.oOR 2z4 BTM. CHORD BRACING 10'-0' O/C MAXSECURED W (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0' PERPENDICULAR TO I -JOIST S 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL Y 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POUREDUNTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE'. 3/4'=1'-P 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 24' MAX WI 21 MAX W/ 4' MAx. END OF SHEATHING was IJpST SPACWG SEE FRAMING PLAN Pr TY TYP. END OF ,y� • • LEDGER 25 • BOARD (2) 2X12 SYP P.T. (2) 3/4' EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER & 512' WITH IJOIST MIN. EMBED. (TYP) (2) 2X12 SYP P.T. FRONT LEDGER y m; X:f REAR LEDGER PARALLEL TO I -JOIST (2)2X8 OR II OF SHEATHING Ah 24' MAX. W/ 2C MAX WI W MAX. END SPACING SYP. P. T. t %Y SEE FRAMING PL/W IJOIST IJav TYP TYP FRONT LEDGER w END LEDGER b w %y d • • BOARD d 2X8 SYP P.T. 1/4"XB" TAPCON LEDGER BOARD TO W/ 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, WALLAROUND BCLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4r. 3. ALL BOLTS TO HAVE WASHERS. 4, EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 5' OC 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLTSIZE IIIIKW CEII:ML 8%= A DOUBLE SYP 2,8 1 1/4" 1 8" 24" O/C MAX B DOUBLE SYP 2X12 1 (2) 3/4" 1 8" 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. BOLTIJ43OLTMTEN BOLTS W/ 5-1/7' MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPTAT ENDS 10 WOOD LEDGER DETAIL I -JOIST SCALE. 3/4"=1'-P (2) 2X4 No.2 SYP DIAL — BRACE W/(3)12d 0 EA TRUSS(DIAG. BRACETO COVER 5 TRUSSES) 0'4" TO 30'-0" (1) W BRACE 30'-1' TO 80'-0 (3) 'r 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" 0. C, (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO ELK W 12" DIA ANCHOR BOLT W 7 WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37'CC MAX SECURE GABLE TO W P.T. PLATE W 12d• 8' O.C. MAX CONT. 2x4 SECURED W (2) 1Od's 0 EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX 0 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 34-, ° 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 IN AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS WE TO WND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/1`=1'-P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 wW W.8bdM1gIg oup.COR1 L AA M: 0003325 ire 0 a aysnnr as I,o7' ABBOTT PARK LOT #45 BLK 7 1pm0jw=Iv' 418 .000-4507 MODMIi 4EHB "2605—HAYDEN" OAItAOa 8WDM: RIGHT PAOl: DETAILS (I —JOIST) 60 MPH EXP. 21 SIMPSON HB W (8)8d COMMON NAILS 2x STUDS 8 MPSON HIS W (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR BREATHING SIMPSON SPH4/SPHSBTM. IJOIST LVL PLATE STRAPS W 10d x 1 1/r HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE 34"=1'-0' !8 WOOD SCREWS x 2" LONG Q 3' O.C.; STAGGERED AS SHOW) STAGGERED 2X8 SYP 42 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, lQ/3.1A 8` CMU WALA REINF. PER PLAX 6' TAPCONS VATP (SEE AT P.T. CEILI2P MAX MASONRY NAI Q1rO+_1X2 FIRESTO SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-0' #8 WOOD SCREWS x r LONG Q 3' O. C.', STAGGERED OFF CENTERLINE 8" CMU WALL 314" AS SHOWN ' REINF. PER PLAN I.1.P EL V TI �n yJ�WOIST $ O „ IJOIST(SEEFRAMINGPIAN)oFRAMING PLAN) $P PE ELEVATION2x4 (2) 2x4 P.T. W + xNAILER MASONRY NAILS DBL 2X12 SYP %2 LEDGER. SEE Q 12' O.C. BOLT SCHEDULE, 10/531A 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 314"=1'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D V,0CCD SEE SC HED. BELOW ROOF TRUSS SHEATH SHEATHING SEAMS) TRUSS (TYP) Q 24" O.C. SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER EL VATI QRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRll88 TO TOP PLATE SIB- GYPSUM BOARD OR 12' HIGH W/ 1/2" DIA. ANCHOR BOLT W Z' A - SIMPSON MTS12 STRENGTH CLG. BOARD 04/4A SYP NO. 2 WASHER SET IN HIGH U < 990 LISS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY B'MIN . GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32"OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LISS 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 FL%17239 PLANS FOR SPACING. SINGLE CONO POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 0' SIMPSON SPH4 OR SPHB BTM 12" GYP. WL. BD. o• AND TOP PLATE ANCHORS W 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONTFILL 2x4 BECUREDLED@0daQEC,MACH ALL HOLES, DO NOT USE 1/rx9" WEDGE ANCHOR W 2' 10dx3' WASHER SET IN HIGH STRENGTH TRUSS/IIVOOD POST CONNECTIONS TRUSS TRUSS TO BE INSTALLED Q 10'-0"O.C. MAX EPDXY 5-lrr EMBED. MIN. Q 1B' 08 10b DCi OC MAX SCALE. 3/4"=1'-P GABLE END BRACING W/ PRE-ENG GABLE TRUSS V, CMU WALL 8 ON SCALE: 3/4"=1 •-0' 4' A - SIM S N MTS-12UT A - SIMPSON MTB-12 U < 990 LBS W (14) 10tl GALV. NAILS. U 990 LB B - SIMPSCN HTS-20 U < 1310 LISS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W (16) 1/4"0"SDS,(1)5/8—A, T. R. TO HDU4 AND(10) 14' X 21rr WS TO POST TRUSS CONNECTION @ L.B.W. POOTTOBLA CONNECTION AG `7U SCALE. 3/4"=l'-0' A&B - SIMPSON ASU44Z POST BASE <U:1,900 G5,660 W SR DIAL x 6" EXP. BOLT 81MPSON ABU46Z POST BASE <U:2.300 G: 10,335W 5/8 DIA x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W SIB" AB. WITH MIN. r EMBEDMENT TO SLAB 8 (28) 18d x 2-1,7 NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 w .abdmlgngrcup.com AA M: 0003325 Y O O BUDDIV. Al. LOT: ABBOTT PARK LOT #45 BLK 7 pnoa70T/ 041 1.000-4507 MODMU 4EHB "2605-HAYDEN" OAIt/Nd3 aTl DM: RIGHT PAOAC DETAILS (I -JOIST) 60 MPH EXP. CO 24 L AR NO =4A. -_ 7�v _J Pvu%-r -I DATM 09/22/21 scA=: 1/4"=1'-0" allmm S3.1B 1 11�1 VTCR SPACING (1)AT EACH END 1� VTCR AND 6'-0" O.C. MAX \ 1i4j� \ 111L11 \ 'll \ \ Ll o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwW.abde&Wigmupxom AA A: 0003325 aUNDIV. At L07t ABBOTT PARK LOT #45 BLK 7 PROJWT/1 04 81.0 0-45 71 MODA A 4EHB "2605- HAYDEN" OARAOX BVIDUk RIGHT PALM DETAILS 60 MPH EXP. ROLa1n a ABOLWCF AA No 937 Dw09/22/21 aCAI.M1/4"=1'-0" si z= s3.1c SECOND FLOOR DECK PLAN SCALE: 114' = V-0' i 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.ebdeslgngoup.com AA N: 0003325 Y c BUDDIV. d. LOT. ABBOTT PARK LOT #45 BLK 7 1pnoJwT# 04181.000-45071 MODEMa 4EHB "2605- HAYDEN" OAItAOE EWZKG: RIGHT PAOl: SECOND FLOOR DECK PLAN 60 MPH EXP. D alb" 09/22/21 OCALM 1/4'=1'-O" sir S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4' = V-0' .1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 wwwAbdedgngroup.com AA 0: 0003325 Y O sysaiv «LOT: ABBOTT PARK LOT #45 BLK 7 PAOJMCTN 4 -4 07 MoDZU 4EHB "2605-HAYDEN" oA7eAos 9WUM: RIGHT PAOZ: SECOND FLOOR DOWEL PLAN 60 MPH EXP. Dw� 09/22/21 CCA=: 1/4"=1'-0" 9343= S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wp(9)10dx 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE UNTELS. 7. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 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 PBS38, .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. HEADER SCHEDULE MARK " REMARK O 1 (2)2X8 BEAM SCHEDULE ROMM 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 (fc SIZK REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB! MASONRY 3000 8.18 (1)18 (1)18 N/A GROUTED SOLID BB2 MASONRY 3000 84 (1)15 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES L ------------------------- -I SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774807E FAX:407-7744078 www.abdeskpWoup.eom AA M: 0003325 J h 8 � i o o OEll sUDDIV. Al. LOT: II ABBOTT PARK LOT #45 BLK 7 PnonwTo 04181.000-45071 Uoasis 4EHB "2605- HAYDEN" GARAas BWDM: RIGHT PALM: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. V 4NOW7 Dw09/22/21 sCAIX. 1/4-=1'-0 D*tE= s5 "LOTTS 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 SAFES PL LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 elsae 16-i 1 Ir Ir ITM TYPE LENGTH � PLAIN BIB SOLID TYPE LENGTH ele T 6H8-1r Nz0-IT ere4-IT ea9.1r ers2-IT MIe 6-ITI1 ITn ITn 1rn ITn &S-2T 6nW 812W 81242T &W-2T &W-2T 3'4' PRECAST 1436 062 3114 4217 5321 64M 7631 3'4' PRECAST 889 1024 74r PRECAST Is" 3924 4304 6263 6132 7W1 2166 6113 63e6 770e 9031 10000 15e9 3624 4304 6263 6132 7001 4'-0' PRECAST 1065 700 2305 3126 3946 4M 6667 4'-W PRECAST 514 763 4'4r PRECAST 1383 3000 3615 4570 5325 We 1061 0113 7102 e624 7627 6751 1383 3000 3515 4670 B325 6079 4'4' PRECAST 819 us 1770 2400 3033 38e6 4300 4'4r PRECAST 398 691 4'4r PRECAST 1207 2362 3375 4043 4711 6370 ION 5743 7547 6752 041 1 7505 1207 2707 3375 4043 4711 5379 5r1• PRECAST 931 1247 1999 25e0 3123 3888 4249 54• PRECAST 411 411 54' PRECAST 1018 1606 2374 29" M13 4094 1319 44e0 7198 7342 5m 6239 Ime 2276 2636 3399 396I 4064 5-10' PRECAST 817 1024 1631 2000 250 3009 3470 5-10' PRECAST 340 939 5-10' PRECAST m1409 1971 2443 2915 3387 11e1 389am3 5677 e 8548 We m 2090 2693 3107 3670 4133 8' PRECAST 1139 3227 3031 3707 4383 5061 �� PRECAST 410 721 8'-0' PRECAST as 12D1 1575 low zm zm6 1139 3227 4596 7054 10000 e625 pm lase 2329 2790 3251 3712 T4' PRECAST 670 93e 2408 2205 2695 3191 1 3ee5 T4' PRECAST 303 534 T46' PRECAST 718 Sao 1161 1482 1743 2= on 24M 3406 404 7a67 8472 727 104 20M 24M 2827 3223 9 �' PRECAST q� 633 1693 22D4 2461 2618 2321 g �. PRECAST 192 384 9'-4' PRECAST 464 m767 948 1120 1310 6n 1674 22M 3001 400 4699 572 1318 1643 1869 2164 2519 10'�' PRECAST 386 487 1247 1707 1904 2103 2026 10 �' PRECAST 151 301 10'$" PRECAST 356 468 612 m609 1042 550 U07 1997 2781 3222 37e4 604 Ilea 1472 1703 1710 190 PRECAST 330 644 1312 1742 2262 2980 3e30 11'4' PRECAST 132 417 11'4' PRECAST 430 400 530 00 777 m11'�' 644 1312 1742 2267 1e6B 3662 466 1042 /372 1843 1470 1710 PRECAST 308 607 1210 169e 2046 2M 3191 12-0' PRECAST 111 370 17-0' PRECAST m 3" 476 667 an m17-0' 507 1210 1696 2046 2568 3m 440 940 1300 1560 1314 1476 13'�' PRECAST 270 433 1045 1386 I732 2167 206 13'�' PRECAST 82 298 13'�' PRECAST me 303 303 484 575 Be 414 1046 1306 I732 2310 2906 396 7e0 1057 1312 1071 1203 14'-0' PRECAST 254 3e6 976 1272 1606 /9e6 2279 14'40' PRECAST 71 293 14'0 PRECAST 279 27e 380 443 52e e00 380 976 Im Iwo 199D zm 378 717 01 1192 975 1133 14'-0' PRESTRESSED N.R NR NR NR NR NR NR 14'-8' PRESTRESSED N.R 263 14'-8' no 422 ane76 740 e85 � 1079 1429 1624 2z71 2712 246 003 pea 1237 1474 1715 I&W PRESTRESSED N.R. NR NR NR NR NR NR 15W PRESTRESSED N.R 262 15'-4' P 224 s67 484 574 064 793 412 1014 1340 1703 2118 2513 230 SIG 906 1134 1353 167z PRE5IRESSED N.R.am NR NR NR NR NR NR 1T�' PRESTRESSED NR. 183 1T�' P 187 328 345 451 567 m1T-4' pep 1121 1413 1739 2047 192 50B 720 5011 1135 1312 PRESTRESSED N.R. NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 146 19'�' PRESTRESSED 182 2e6 345 430 513 595 236 736 969 1200 1467 1716 lee 429 623 BD3 960 1096 21W PRESTRESSED N.R NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'W' PRESTRESSED 142 219 30B set 464 627 tea 59e es3 rase tree 14ee 142 973 637 ego 81e 943 27-0' PRESTRESSED N.R. NR NR NR NR NR N4 27-0' PRESTRESSED N.R. 116 27-0' PRESTRESSED IV 2Z6 200 369 420 497 1e6 560 754 002 1203 13e1 137 36e 513 on 779 goo 24'-W PRESTRESSED N.R NR NR N4 NR NR N4 24'-0' PRESTRESSED N.R. 91 24'0 PRESTRESSED 124 174 246 302 30D 416 120 460 054 04 1014 1147 124 319 455 581 eel 793 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S 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 ACCEPTANCEt 19-0130.13 1 N. RONALD REAOAN BLVD. LONOW OOD, FL 32750 PH: 407-774,6078 FAX:407-774-4078 Www.abdmtpgroup.mm AA N: 0003325 0 ounD3v. ac LOT: ABBOTT PARK LOT #45 BLK 7 PROM=T1I1 418 .000-45071 WODZU 4EHB "2605— HAYDEN" OAXAas swDas: RIGHT PAdi SAFE LOAD TABLES 60 MPH EXP. DATTM MT 09/22/21 NCALs: 1/7=1'-0- wissea' S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 WW (9)10d x 1 1Z HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H t0A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 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 1 D. 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 PSS38, .177" " x 2 7/5" 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 D'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER If ENOMER NOTES: 1 ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEIUNGS, 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 CCLUMN. COLUMN SCHEDULE SE a B118E PLATE OR MARK DESCRIPTION REINPORCEMENT REMARK WD 1 4X8 (3)5"x5)6") SYP. HTT4 W/55" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT UU U CA I II q / J1 CJ3 u u n II q u n n II g q u q u u 1 n u n n n n q II N q q II II II J3 CJS �� yA u n u n n n x u x n n n n x ��Q •� JS 1C A. iC xg z ml`4 u_ 0 �A7 I I AS] -_ - ---I - 8l O_ I--_-_ I I I A31 PE- RBRICD ROOF TTRyU ESATE ® 24" O.C. zxxe s zxazxxs=s x=s= s x - =�IIP s:xsA2 _ = 1A RIDGE Ai s :a>m� x xxxx: x : sx«a s s xs s s xxxe s xx� x xxxe x x xxxe O O- m N I I I ATTIC I I Z 2 U O lY to x U iC � 1C a�Q cis q II II II Y II II q P"y 82G =CJ3 u ii ii x n II I� II II N ^ II q ^ q 1A CA N �� W W W CnSA II 11 II p II x xxxc CJ5 iX I N N CJ3A - EJ71A icil CJ7 I I 23 H h ------------------------yl U u u U 0 ROOF FRAMING PLAN SCALE: 1/4" - V-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdeoWngoup.com AA Y: 0003325 Ila O C su=xv. ac LOT ABBOTT PARK LOT #45 BLK. 7 P1lOJiDCT41 04181.000-45071 MODRU 4EHB "2605— HAYDEN" GA tAGZ OWDM: RIGHT PALM ROOF FRAMING PLAN AND NOTES 60 MPH EXP. 2 WUM A. AM AR NO YO Dw� 09/22/21 sCAXX. 1/4"=1'-0" alcm r S6 WF-=-FF �o RoaF i=� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (88.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 88.50 PSF (76.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n -76.60 PSF (8660) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (SiISO) "A"- 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: */-0.18 ROOF DMPHPAGM FOR ASPHALT SHINGLE ROOF USE MIN IQ=STRLUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19132" 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 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA TENSILE STR. SHANK ASTM 10d RING SHANK 212' 0,131 F1667 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 2 3/8' 0.113 F1687 SCREW SHANKPER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2 3/8" 0.113 F1667 SCREW-NALS RSRS-01 EXTERIOR SHEATHING USE 1Y1" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOPS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACF®rOfi SPACM ZONE 1'. Iod NAILS 04. O.C. ON EDGE AND B' O.C. IN FIELD ZONE 2e, 21, 21 1od NAILS @ 4" O.C. ON EDGE AND C O.C. INFIELD ZONE 3,3e, 3, Tod NAILS ® 4" O.0GE . ON EDGE AND 4" O.C. IN FIELD IPgM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7.16 M RMG SHMlK GUN NA 04 OC TOP A BOTTON EJX£S 0� �o �o 3' 8 J z tag TYP. EXT. SHEATHINGATTACHMENT RAFTER OR TRUSS ROOF SHEATHING O 0 )v BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1)ADD-DROPPED TRUSS 2.4 02 SYP OUTLOOKER RAFTER W BLOCKING 18"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 02 SYP BLOCKING N 16" O.C. FIRST 4 BAYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 10d RING SHANKGUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELDS PACING \ N8 2" DECK SCREWS M 6"A" O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" TBG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES. ALL AGGREGATE USED IN CONCRETE WALL CONFORM TO ASTM C33fC33M. MA)OMUM AGGREGATE SZE STALL BE VIr STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AR ENTRAINED CONCREfEEXP05®TO EARTH ORNFATHBt NOWBEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON ON STRUCTURAL DRAWINGS APPLICABLE BUILDING CODE STANDARDS'. FBC4R 2020, 7th EDITION ALL OF CONCRETE ARE TO BE CFMAFERE0311'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PIN_ NO. 2 OR BETTER Fb - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-18 ANSI SPECIFICATION FOR THE DESIGN OF PROW OE 84NL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEYBRAEUOERILL &LABSONGROlH1 WIEEINpCATEOON ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WI CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS DRAWINGS - MS LAPPED 61NCHES ANDGFMH7 NATM /OFfSIYE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POT FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347 LATEST N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FOR AWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PUNS; MINIMUM NAIUNG PER FBCR 2020, 751 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTU7ALDEPENDIW PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND MOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REOURED BUT ARE BY OTHERS. SYP 82. IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SMALL NOT BE INDIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WEL�O . AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK TIE -DES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, CAWS ORR TIE-W W15. WELDED WRE MESH, SHALL BE ASTM AT OWA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE �D ���5' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION AV TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0' OCT EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS S FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BV THE NFPA. TRUSS DESIGNS SHALL BE SIGNED ANO SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0. 038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A815A615M 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 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT4DPPED GALVANIZED. DESIGN LOADS: W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWNGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTEDYVOOD TRUSS CONSTRUCTION', AND 'SCSI LATEST EDITION ROOF'. LIVE LOAD FLOOR: UVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pd TOP CHORD nonranwner4 REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS. 04 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 pef BIM CHORD nanconou-t e5 BAR - W 97 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIEDTO EACH BEAM REBAR SEE DETAILS LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE NTH ANSUASCE 7 88: 1990. 15 pd TOP CHORD 20 pBf TOP CHORD (7 pd W ASPHALT SHINGLES) (10 pd vA ND GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS, 10 P-f BTM CHORD - 5 pd BIM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST VIAND UPLIFT. loped MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW TUGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI HIND DEAD LOAD SPEED=10) MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING SURE C, RI (ASCE 7-16 ABBE R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES VWIEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ABIABLE ATTIC WITHOUT STORAGE: WTM LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 3ATTIC WTH FIXED STAIRS STORAGE: 20pIf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30pd, BALCONES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pd, GUARDS AND HIANDRAILS. 20000, GUARD IN -FILL COMPONENTS: 50pef PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES50psf, ROOMS OTHER THAN SLEEPING ROOM: 40PW, SLEEPING ROOMS: 3OPd, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pd MASONRY- PLAN SHOW NOCOMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWOCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK HE T ST TTRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCOM THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BV THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM CAD, GRADE f = 2000 PSI. BLOCK SHALL BE PLACED USING NENT OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 RESPONSIBLE FOR AND CLADDING HIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NOS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS RN THE SHOP D DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN L SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED N A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION ATI TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING TYPE 'M"OR'S'MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 34W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERM NED IN ACCORDANCE WTH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GE -TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLABONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB, CCNTRM.TOR SHALL SUBMT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9NC9411 OR MEASURING, MANG. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W-EN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT 9 1L BE THE PESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SWILL E AS FOLLOWS A T FOR CONCRETE CAST AGAINST AND PERMANBNRY E(POS® TO EARTH FOLMM11 NS) B FOR CONCRETE EXPOSED TO EARTH ADOR WEATHER 1-1(! FOR 05 AND SMA19R Z FOR MI6 ARID LARGER C. FOR CONCRETE NOT EVOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-10* FOR BEAR AND COI.UAN PRIMARY PEINFOPCBAENT, TIES STIRRRPS FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS), U.N.0 STRUCTURALSTEEL- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A38M, FY = 38 ku FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/ASOOM, GRADE B, Fy - 46 kw. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE 8, TYPE E OR S, Fy = 351mi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRIGTp1 YZE ivPE REMMK MASOruRawcro NRY ICONIC c°BEH�Roa.ccu ° OTC T I.eornr STEFHi ° pC EBBED. �Eronsr, 117EDGEDI3T SOD. AL EXL DOORS a IT SEE-1tt?LONG. CFSE HAlABI®COx e'OC SIAOGBWEO Ww0ONv0DIXtl FASTER® iMORMeOMv,WNC GARAGE DOIXR a°% TO RMSOMV/NNC �'Q°� xSt=m EFPAN&ON BOIi IB'OA'IBT 01A) 2°-OC 11?OV.1 O °'@DOSi. BEpGEOmT wwoow Bxx c.sEnwoaEocox B-oc wwoow0ooru PASTENm WE-- CONTACT THIS ENGINEER FOR SPACING 1. PT. SEENOLEe HALT Ia La+G S_.m iN*oµ soFn.rcnBc nsoNRrlcoNc REQUIREMENTS - E%T WOR BUCK 2F PT, SEE-1 NO WA9RB1 FASTFBt - /:-EDGE OiBT WwDOWe.1G 01118-21A- 0-OiC PT TO STEEL NL. SEE WA�1fA ST GGEREO , NOTES NOW II STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS HIDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWIG DOOR WITH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 401-77445078 FAX: 407-774.4078 www.abdeo4Mmup.com L AA x: 0003325 J g i sO v R st sDly. all HAT ABBOTT PARK LOT #45 BLK 7 PRO TO 0418 . 00-4 071 MODZU 4EHB "2605-HAYDEN" GARAOs OWDM: RIGHT PALM DETAILS 60 MPH EXP. Q�4 mm" Dw M 09/22/21 sOALL': 1/4-=1'-0" 9193IM' S N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX Q7 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC DETAIL A FASCIA O STAPLES INSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO . CONCRETE/MASONRY) A WOOD D BY OTHERS 7QSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOI �BY OTHER EMB. ,4X2 WOOD BATTEN STAPLESINSTALLED(P OFFIT� 12" O.C. MAX (INTO DETAIL O Q7 WOOD) IN J-CHANNEL J-CHANNEL 3Q SLOT B" MAX. L J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR WOOD BATTEN 10 10d NAIL AT EACH �2X2 STAPLES INSTALLED O 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 8Q TAPPING SCREW, 7Q STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 0 B' MAX .--c4 DETAIL D. O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS `1 3Q J-CHANNEL) e� TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SOFFIT - SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT fNSTALLATION SCREW, Q J CHANNEL BATTEN ATTCHMENT ® e MAX FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED ® DETAIL C o_;"CONCRETE/CMU 2" O.C. MAX ONTO WOOD)INJ-CHANNEL J-CHANNEL SLOT OR T-NAIL @12" O.C. MAX. (INTO CONCRETEIMASONRY) OR SPAN 'L' EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) If ` -CONCRETE; 3 OFFIT-� CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END TRUSS/JOIST/RAFTER BY OTHER 2-114" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdes4p*mup.wm AA 0: 0003325 h Alit nulmly ac Loa`. ABBOTT PARK LOT #45 BLK 7 Pnoiz=Ta: 04181.000-45071 KOD3L: 4EHB "2605- HAYDEN" awltAGZ BVnNG: RIGHT PAoS: SOFFIT DETAILS 60 MPH E nulmly ac Loa`. ABBOTT PARK LOT #45 BLK 7 Pnoiz=Ta: 04181.000-45071 KOD3L: 4EHB "2605- HAYDEN" awltAGZ BVnNG: RIGHT PAoS: SOFFIT DETAILS 60 MPH E w © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA) O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASC O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) �BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER 2-1/4" EMB. 1AX2 WOOD BATTEN 11 SOFFIT 1O DETAIL B 0 A WOOD D BY OTHERS OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL (D HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO O OWOOD) IN J-CHANNEL SLOT }" MAx--4 6­ J-C HAN N E L FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 1 Od NAIL AT EACH INSTALLED 7O TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO �STAPLES J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, 7OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS 0 e' MAX- lo- DETAIL D OSTAPLESINSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----' 3O J-CHANNEL 8" N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SOFFIT) SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END PAN EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTEA) OFFIT� SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT fNSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT © 1"MAX. FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED (M DETAIL C —l"CONCRETE/CMU 2" O.C. MAX (INTO WOOD) IN J-CHANNEL J-CHANNEL SLOT OR T-NAIL 0 12" O.C. MAX. (INTO CONCRETE/MASONRY) OR EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) BY OTHER 21/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED (M 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 CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET, 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1 r '41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 w .sbdeskMmup.com AA #: 0003326_ J h ra q 0 3 sUBD:v do Lo7n ABBOTT PARK LOT #45 BLK 7 PROJl7CT/0 418 .000-45071 MoDzu 4EHB "2605— HAYDEN" 0ARA0Z SWDM: RIGHT PAG SOFFIT DETAILS 60 MPH EXP. IP k 4 DA IL 09/22/21 SCALM: 1/4"=1'-0" Dime= SDI • 3 A