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HomeMy WebLinkAbout38424 Sonnet Landing Ave (2)U99 260 5 —,4EHB —HAYDEN 99 STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING CONTRACTOR: -nOFA U► BUMDW CODS. 11MMIAL TH IDMIX (SM) -ALL LOCAL AND STATE CODLl8 DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRIITEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 12602 TELECOM [DRIVE, TAMPA, FL 33637 -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vuh=180 MPH Vasd=124 MPH T-EXPOSURE - C 1-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CAM'S BT FLR LIVING 1104 80. FT. 2ND FLR LIVING 1$01 SQ. FT. TOTAL LNNG 2605 Sa FT. GARAGE 431 50.FT. FORDN ELEVS 'H' III Sa FT. TOTAL ELEV'S N' 3153 SO. FT. OXIO PATIO W Sa FT. Tel: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS REVISIONS ABV. ABOVE LAV, LAVATORY DATE DESCRIPTION A/C A . AIR CONDITIONING ADJUSTABLE LUM, MC, LUMINOUS MEDICINE CABINET 06/20M 2-STORY CM CONVERSION OV" BID SET [SOLED ALT, AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM 02/" ADDED ELEV. 'J' 1 'K' WITH[ BIDING PER MARK BORED BD. BOARD M.T. METAL THRESHOLD CL CAB. CENTERLINE CABINET MTD. MT L MOUNTED METAL 0240A8 DID SET RE-ISBIED CLG. CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER OMIN FOOTING REVISIONS PER M. BOWED CONC CPT. CONCRETE CARPET PI. P.B. PROPERTY LANE PUSHBUTTON ��� i-JOISTS INCORPORATED INTO MASTER PLAN �,�/� CONSTRUDTION DOC19'IENTS RE-IOBUED C.T. D. CERAMIC THE DRYER PH. PLT. PHONE PLATE O&TMO ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL DBL DOUBLE PLYWD. PLYWOOD D.G. DIA. DUAL GLAZED DIAMETER P. P.T. PAIR PRESSURE. TREATED OMAB DETAIL- 'ADDING ISAR TO BOND BEAM' ADDED TO SUA DIM, DISP. DIMENSION DISPOSAL. R. RAD RISER RADIUS 02126/IB PLAN MANTENAJ-E DP. D. DEEP DOOR R.AG. REF. RETURN AIR GRILL REFRIGERATOR 03,29AS REVISED LINTEL SIZE AT FRONT ENTRY DOOR OQ6A1 UPDATED LEDGER BOLT SIZE A SPACWs D.S. DTL. DOWNSPOUT DETAIL RM, R.O. ROOM ROUGH OPENING 06A" REVISED I -JOIST LAYOUT D.W. DISHWASHER S.C. SOLJDCOREEXTDR EA. ELEV. EACH ELEVATION S.D S.H. SMOKE DETECTOR SINGLE HUNG 06/21A9 ADDED LED L*1476 TO KITCHEN : BATHROOMS PER MARK 5OI 5 EQ. IT EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING O1413/19 ADDED STONE OPTION TO ELEVATIONS Ys', 'H', 'J' N W EXT. F.G./FX. EXTERIOR FIXEDGLASS SHWR. SIN. SHOWER SIMILAR 09A3/19 LEDGER BOLT SFACNG REVISED 10%5AS ADDED OPT. V-O' CEILNG HEIGHTS F.G. FIN. FUEL GAS FINISH SL SL. GL SLIDING SLIDINGGLASS 01/01410 REPLACE LISP CONNECTORS WITH SIMPSON CONNECTORS FLR. FLOOR STD. STANDARD FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION 03/OB/2O REVISED DETAIL ON SHEET D2 OPT. S'-O' CLG. NOT. PTO. GA, FOOTING GAUGE TEMP. THK. TEMPEREDGLASS THICK 044040 REVISED STAIR SECTION DETAIL FOR OFT. W-0, CLG. HOT. GAR. DISP. G.F.I. GARBAGE DISPOSAL GROUND.FAULT CIRCUIT T.O.C. T.O.P. TOP OF CURB TOP OF PLATE OVOI121 MO FEIC LIPDATE 030391 ADD SOFFIT DETAILS GL. INTERRUPTER GLASS T.GS, TYP. TOP OF SLAB TYPICAL 03/0541 ADD FLAT HEADER • T-W AFF. (8'-O' CLG ONLY) GYP. BD. GYPSUM BOARD U.N.O UNLESS NOTED H.B. HO$FEIN OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT, OR HI HEIGHT W/ WITH INS INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON ALL WORK Si N I CompI..'r V.'7j"t t CClO`3 I-,L-()RlnA SU«_DI Cd (7on NATION .L EL EC?'Rfr 1 OJT .AND, THE F�EVIEW DATE S` CITY PHH L.L PLAN Ey,,A .SINE F� ARCHITECTURAL SHEET # DESCRIPTION PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG ALA -FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## DESCRIPTION PG SI-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.IB-DETAILS PG S3.IC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SNI-DETAILS PG SDI -SOFFIT DETAILS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774E078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 d y x o 65 E 0 avnDiv. ae 2,07 ABBOTT PARK LOT #1 BLK #11 P1tOJ=T# 04181.000-111 3 MODE1i.: 4EHB "2605- HAYDEN" GAP-#** 8WD90: LEFT PAGE: COVER SHEET 60 H DATTE-- 08/31/21 scALLE:1/4"=1'-O" SlIEET C1 A A r e GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13M INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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 R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. S m wm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 0 AND COMPACT TO 95/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 E1. 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 T- 0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIIY83ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 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 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUMAREA SHALL BE 8 FT .SQ. - PLINIIIIIIIINNi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH M?AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P30052. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P26032. EXTERIOR WALL C0VERNGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R3012(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" 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 1063-198 & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063-19aAND R703.7. FIRE RENISTANT CONSTRUC71ON UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, R302.7. EXTERIOR CEILNIOS 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) . CONSTRUCTION OSNEWATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S 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 BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 t a ra g a r w 0 ll ,a N W 00 S a1LTEIDIV. Ae LOT. ABBOTT PARK LOT #1 BLK #11 PROJECT# 418 .000-11113 WODRU 4EHB "2605-HAYDEN" OARAOE aWDM: LEFT PAOffi: GENERAL NOTES 60 MPH E DACE'.. 08/31/21 aCAI.NI: 1/4"=1"-0" sHEE'T GN a PATIO 0 0 2' -8' 15'-4' II' -8' 10' • 0' COND OVERHANG ---, 3052-8N I b (2) 3052-SH G 12'-4' 21'-4' BEEIROOM#2 rc, e = a m cLG LmNG s ROOM ROOM W-V CLG. 8'm' CLG. 9'-0' 3'-B' 6'-10' 2'-10' 6'-6' 3'-8' T2' FLAT HDR • (2) 2068 1'-6' AFF. I POST HATH#Z ti II e'-®' CLG OI I I�___ B , I III�^' III III UI ll 17 m � = mT HB. x® 3' 4• 5'8' •�I 3 S'_4, -10'D 0II' Od. SIII TAIII W N. 2868 SC IRI 20 MI. 15 RISER • 132' I iip)pt i - 10' --8'-•1 3-S H BOLLARD 14 TREADS 11 AS REQ. PER BLCa FLAT HDR • CODE 1'-6' AFF. I I GARAGE 8'•0' cLG. FOYER 0 1 I LD l FLU D 9 8'-0' CLCxa, I I I W-0' CLG. _ 11 1 0 I I FLAT HDR • b T_ I I 1'-6' A.F.P. . ® (2) 305 -8W 16'-0' '-10' T-4' 9'-8' I 0 g pRa& 0 16'-0' X 1'-0' OA i Q -------------------- e FIRST FLOOR PLAN SCALE, V4' • P-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOUIPPED WITH SOLID WOOD DOOR& NOT LESS THAN 1 3/8' l35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOOR&. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN �1:Y12.1mm)GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOM& SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN':►•lxi.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SUI*ACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2020 11TH ED.) 302.1 COWMITM0 0-01 OM LOADS we lNo t9�aalE Fax o c'cow aATrs CPBw Iawm Ia1E W LWN M MA IBAN1a MOTIVE FOOTAE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SUING 18 5 36/-41 DR. MN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.W.D. 112 5 31O/-34.6 12'xl2' SOFFIT 1 5 313/-48.8 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. -II, EXP.-C, MEAN ROOF HT. - 22'-8" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. Ca11ROL DATB *0 SQ.FT. CALL. S IST FILM LIVNG 1104 SO. FT. 2ND FLR LIVNG 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. POlef.14 ELEVS'14' III SQ FT. TOTAL ELEVS 'H' 3159 8Q. FT. Sx10 PATIO 80 BQ. FT. MASONRY/FRAME WALL LEGEND 8'-0®LL UN.O ON PLANS ERG. HGT. VARIES 8' BLOCK WALL LIND ON PLANS IT-4' BRG. INTERIOR LOAD BRG. WALL UAO. ON PLANS 1 INTERIOR1 LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE b'-8' -ALL EXTERIOR DOORS TO BE UNLESS NOTED OTHERWISE NOTE: HANDRAIL REQUIRED IF GRADE IS 24" BELOW PORCH FINISHED FLOOR. NOTE: CONC. STEPS VARY PER GRADE. (IF REQUIRED). 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdImigngro upxom AA M: 0003325 o a � � o �L__3 9VHDIN !k LOT: ABBOTT PARK LOT #1 BLK #11 PROJECT# 04181.0 0-11113 MOD= 4EHB "2605— HAYDEN" GA2t"M E1wINO: LEFT PAGE: FIRST FLOOR PLAN 60 MPH EXP. ON (2) LAYERS OF V4' PLYWOOD OR (2) LAYERS OP 3/4" SUB FLOOR MATERIAL RIPS POR 5-0' SOLID NAILNM AHU SECURE TREADS TO STRINSeR LA U N UW3J0 3' SCREWS . eA 3/4' TK• am FLOOR GLUED 1 SCREU.ED . STRINOER UNTNREADED SNANC PER FASTENER TO EXTEND BEYOND 714KWEW SOHEDULe THE CLEAR SPACE BETWEEN OF SUD-FLOOR SHEATHUJG 9'-4 3/4' 2ND FIN. FLR I I/2" THE HANDRAIL AND THE WALL MIN. SS THAN 1 1/2' APLEL BEBCR c HANDRAIL • 36' R 11 / W/ 2X4 RE-WNF0KNCT _ 5'-0' BRG. WGT. PRE-EN6'D PLOMNM NOTE: i 4L SYSTEM(� �AUY �T) NOTE,. HANDRAIL ENDS SHALL BE 4111 CAP / eraRe RleeRe to eolroRM To PDCR RETURNED 70 THE WALL OR D sr4sT / P MAX. STAIR DATA: TTH eDITION rJO20) MIN TREAD•ID• MAX RDER•T3/4' 3/I6• MAX, VARIATION N TERMINATE INTO A NEWEL NOSING I®. / 15R • '152' RWERS/TREADS ADJACENT TO EACH POST. W m MIN. / 14 TREADS OT1ER 3/S' MAX VARIATION IN ANY RIMMOTMAD HANDRAIL CIRCULAR a j / 1®'• 1' NOSING DIA TO D! 11/4• .-V4' OROSS SCOE \yjlrr— S T O R . / B PRwroe ea%CMM- CA WNDEIlS- MN, * • NARROW NOTE: / NARROW 040 ROMUPS � MlI' DDr.W f. ,L PROM / 3-2.126YPeTRN6eR E.. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A DIAMETER OF 1i'3 2' OR A NONCIRCULAR GROSS SECTION WITH A / IQU4:ORCE0 W!2X4 OPF WCONT. DEAD OF rem: PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 114' AND 0 DIM. VARIES O o e� � OR �I� -ENCLOSED ACCeSSIDLE SPACE UNDER STAIRS SHALL HAVE WALLS. LINDER A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES r 7 m / EA Hgtl=ONT'y' RW STAIR SIMPACE AID ANY SOPPRS PROTECTED ON TIE ENCLOSED SDE SHALL HAVE A MINIMUM RADIUS OF 1/8'. DEL. i / .!A 12�X unTH Im GYPaDti °°Nma' xle ao2'i. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF TOP PLATE 9 / 12 BTRIIGeR xaIRE W/kd 61-V Or— FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACHED (W NJd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONILGLe R INNTTO SLAB UTHIN e• STRESSES- PER SECTION 1601.6.1 / F.B.G. 2020 OP EACH END, 32' OG MAX. lk BAR DETAIL A SCALE: In'.I'-®' AIR SECTION E:IR'•I'-0' (�Q HANDRAIL SECTION C SCALE: 9/4'•I'-p' DTL. (DA�� I.-C. NOTE: HEADER FNISW TO BE PER COMMA ITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA N: 0003325 m m 0 a IS mo aUDDIV. de LrOT: ABBOTT PARK LOT #1 BLK #11 PROJECT# 4181.000-11113 MODEL• 4EHB "2605- HAYDEN" OARJICE 81nNO: LEFT PACE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. p 0 DA IM 08/31/21 OcAL.E: 1/4"=1'-0" 9HEET A1A A eln1!.:�:!:!:!:!:!:!:!:!:!: .• .. ri a rf �■_. ■ Is 00 �� � • of r.. ♦ o• I SECOND FLOOR PLAN SCALE: 1/4 . 1'-0' 4 I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750. PH: 407-7748078 FAX: 407-7744078 Ww .abdesigngroupmm AA #: 0003325 h rr 0 ABBOTT PARK LOT #1 BLK #11 PROJMCTI# 04181.000-11113 MODEL.- 4EHB "2605— HAYDEN" GARAGE 8VrWG: LEFT PAGE: SECOND FLOOR PLAN 60 MPH EXP. 0 DA 08/31/21 8CAL E: 1/4"=1'-0" SHEET A2 ik 6 25'-4' BLDG. 1-GT.10 I�S ■■ ■■ �� IIIIL ■■ ■■ ■■ ■■ IIIIIIII ■■ ■■ W., OPT. COACH L*HT 0'-0'FIN. FLR _ ___ ___4___ FIN. FLR•100.3 ll'-4' 2ND FLR J, -5RG. Hr.T.--- W-4' 3/4' 2ND FLR I I I I I I I I FIN. FLR./ERG. HGT. _ _y 8'-0' CLG. HGT I 46 I TYP. I I I 0'-0' FIN. FLR., I I I mams mmimml FRONT ELEVATION SCALE: 1/4' . I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 x 1'-0' TEXTURED FINISH FYPON 16'X48' DECORATIVE SHUTTER OR EQUIVALENT _ ,L ll'-4' 2ND FLR BRG BKTIIXI-1 OR I EQUIVALENT I 6' RAISED I BAND (TYP.) S'-4 3/4' _ 2NDFIB 0' HGT. SBRG. EN 6 I I TYP. 4' RAISED I BAND (TYP.) S' RAISED I / BAND (TYP.) 0'-0' FIN. FLR FLR•1008' Il'-4' 2ND FLR - - BRG. HGT. -0• FIN. FLR✓BRG. HGT. _ A8 0V ,L 0'-0' FIN. FLR AREA OF ATTIC = 1585 SQ. FT. NET FREEVENTILATI ON AREA REQUIRED = 1/300 RE QUIRED VENTILATI ON AREA = 1585/3w = 5.20 VENTILATION AREA XSQ. IN CI S PER FT. (144) = 760.8 SQ. IN. MN. RE QU RED VENT LATION = .5X 760.8 IN UPPER PORTION OF ATTIC = 3W 4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL101 VENTS RE QUIRED = 3.30783 TOTALROF VEN TS PROVIDED = 4 V1' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASOFRT— 4*.4' GALV.'L'-TYPE FLA6FING SET IN ROOFNG CEMENT FIMR1SLA66 6H6GLE6 WWINDERLAYMCNT A6 PER FmcRv T LEDGER aV S6`6J.L ROCP SHEATHING THICJCIESS11 D ROD 32' AS PER SHEET SNL SECURED PERIN 6' OF EACH PASTENER SCHEDULE SET N 611POM NS.TH E)d-OXYED.2.6 SYP RAFTERS ORPRE-ENG'D TIW86(PER BLEW ROOF SLOP! P'!R --- I ELEVATION MN, Vli' O6D 6FEATNN6 2X6 SYP PT LEDGER UV V2.'&. THREADED ROD CWS6ET TO RE SECIN•!D TO !1' O.C. UTI4N 6' OF 2X6 MEMEERS UV Sd NAILS EACH END MAX SET N !' O):. • PERIMETER I'-4' 61MPSON HW STRENGTH GIMP60N LU6.26 UV (4) 10d'• 2 _0• EXPDXY 6' MIN EMEED. TO LEDGER AND (2) IOd's CHAMEL FOR SOFFIT TO 2x6 JOMT OVERHANG DETAIL A SCALE: 1/2 • F-0' SIN0.6EERED UIDOD TI!)SSES • 24' O.C. SUBMIT 6HOP DRAl11NG6 SEALED DY I F•ROFESSIONAL ENGINEER FOR REVIEW AND COM'ENT6 P'LYUGOD GMATHNG 6E! 6TRJCT14SAL 2ND FLR GR9. W.T. ,L ROOPNG AND PLASHING IW DRIP— STRAPS� �OM �STRC 10IN PER MPVRARRANT!! REOUIREMENT6 WRAP FASCIA WT14 EYSEAK METAL SffrwO SAM M2, 2x6 WOOD PASGA SEE STRUCTURAL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S 1/2' THICK 2 =AT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2P0 FLR LOW= FER FLAN RAKE SOFFIT DETAIL B ALEI V1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abde igngmup.com AA #: 0003325 w o MR EusiMv. & LATt 44 ABBOTT PARK LOT #1 BLK #11 rRojzCT# 04181.000-11113 MODEL: 4EHB "2605-HAYDEN" GARAGE E111IING2 LEFT PAGE: FRONT & REAR ELEVATION "H" 60 MPH EXP. SEP A. ABOUCHACPA L PRINT A IL 08/31/21 SCALE: 1/4"=1'-0" alxEET A3H M � FRAME DOILN FOR FYPON BKTIIXIl OR ECIU VALENT BRG. HGT. ---- 1'-0' 9'-4 3/4' 2ND FLR VO FIN. F-0' ViG. WT -- c ENTRY V-0" FIN. FLR., 11'-4' 2ND FLR BRG. HGT. 9'-4 3/4' 2ND FIN. FLR. _W-O' CLG. HG7* 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4' • V-m' TEXTURED FINISH LEFT ELEVATION SCALE: 1/4' . I'-0' TEXTURED FINISH ,SIT'-4' 2ND FLR BRG. I-IGT. �S'-4 3/4' 2ND FLR ------- T'FIN. FLR./BRG. HGT. ------ m 400'-0' FIN. FLR I'I'-4' 2ND FLR BRG. HGT. S'-4 3/4' 2ND FLR FIN. FLR -0' BRG. HGT. � ENTRY oO'-O' FIN. FLR. 2.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W Ww.abdesigkgroup.com AA 8: 0003325 Ct o 6 4 cc gg BVSDIV. & mint ABBOTT PARK LOT #1 BLK #11 PROJECT# 04181.000-11113 MODEL' 4EHB "2605- HAYDEN" GAMAGIC 8WDfO: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 60 MPH E SE, 2 2 A. ASWCAACM NO 93723 DRINT Arm- 08/31/21 DCALE:1/4"=1'-0" spEMET A4H Ac ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125Y OUTLET 70 AMP IHMLE RXII IIOV OUTLET Ilov OUTLET N d: OUTLET SRNED TO SMTCH dFI Ilov OUTLET "OSWDin ISBsn FEAUL RESISTANT TYPE) 220V OUTLET r4) MINE CONNECTION {�} -tom- OR o rtLETTE�A00' NnR 1tonm SWITCH SUXTCH 3-WAY OPER W4 BUTCH 4-WAY C"M WALL MOUNTED LWW CEILNG LIWT © LED CLO LGHT LED VAPOR O VP PROOF LIGHT O VIP VaPDR PROOF LICIT OO wxmwD Cal evONT. FAHI 1 CFM P!R SO FT. VENT. PAN AULWHr I CR9 PER SO PT. V FI)mw (amel TBD By BUIL BULLDlR) R 7•BLLBY/RAP ® RECESSED) NSOND 2-euLeuRAP • (6~iIRPLuol�lr AROSO T' FLUOINESCENT W RJICIaecENr p r°--r�r• , IID E 4' TR�OC LIONT PANEL Nib METER O S.D. Srlam DETEOTde malyylL amip-u uea�mmmz r� WALL MOURW MATT, SACKA PIlmon L� DETECTOR ULH69� ® 8iO RIORI DETECTOR r4m COFISO NTER-CO NECTED SMALL BE A DISTANCE OF NOT LEM THEN 4' Awm DILL FOUNT LWHT I V► !LT{RAL GAO CUTLET TELHPIIOt JAOG W14 uMTER WATERNY , _•���•TEe DI/COCT AR CONDITIONNG SiEE AHS! DISCONNECT 0 TeItVISON JACK CE INS BOX SOU O J-Bd( TO BE MFPdMED N ACCOIDACE W BOX MAPWJD AS SUCH FOR LLNS BON 020 d!LLNG FAN.LWH1 TO BE SUPPORT® N ACCORDANCE W BOX HAMM AS SUCH FAR pane 24' NOANOUNCONT LWH7 ~ nnnnnn 30' INCANDESCENT LWNT STRIP nnnnnnnn M• LWNT STRIP FLOOD LWNT MDlRITY KlTFADOPT. PA FUSH-BUTTON FOR CM'EB uee POW • LOCATION OF TV JACKS A PHONE OUTLETS A PAN TO BE vER/9BD • HomomeR PRE -CONSTRUCTION MEETNCL • ALL IS 4 20 AMP BRANCH CIP11=6 TO N AMC FAULT PROTECTED PER BLECTRIGAL P14"JONS OF ME TTN enIT1ON ne:le) A NEC alga Ten EoRldd • 20 AMP DEDICATED LA0DRY CNSCU ' • GFl • ISLAND (NOT ON KITCHEN CIRCUIT) • CHORINSIQ DISCONNECT TO M LOCKOUT N PANEL BATHROOM VO4"T FAN TO 14AVE MN. CAPACITY OF Be CIM NTIRMITTENT PER ELECTRICAL PROVISIONS OF SECTION MNEOT! INE rN•l)e1 AOS • LANSDRROOTDUlRECEPTACLE SHALL N GMXbC FART CIRCUIT -NITER llUr BR PROTECTION FOR PERSONNEL ON I'MOEINE • WIRING M TNOD SHALL BE NON METALLIC CAME PER ELECTRICAL PROVISICNS OF FIeue TTN Eo nmeL • ALL UIOM TO COMPLY MTH ELECTRICAL PROVISIQtl OF THE FedE TTH Eo r:me> EFFICIENT TYPE PER ERICIGICr) Tce_ 91h EDITION R4e4) PATIO • ulP I GFI RE -WIRED PCLG s IING DMO PAN ROOM ROOM F'RE-WILD - - CLG FAN BDRK#2 b -5 ``�-- 1 SDO. �' \ SWITCH IN---_L GFI _ CABINET - \ \ OUTLET TO 2NO FL. I I CIO BATH#2 I S I FOR DW SWITCH �` I I I gffM ----- I ' I I I I I I 33 L`_O L L ' / GFI WH P.B.F GFI • 44' PAN 0RAGE 0 1 AFF. ® GFI iOF'T.=== - - BOLLARD AS REQ. - - PER BLM CODEREX / I II \ KEYLESS METER � FIXTURE ` II FIELD VERIFY Z Q GFI GARAGE FOYER I I CLG FAN LOC. 0. DOOR 1 PREUARE GGARAGE IRRKaATION OUTLET • 48' AFF. :OACH LIGHT FOR VENT OR MICRO PROVIDE MV CU, THW . PS CU N 7' CONWR ON 3 WO AL TNMN • F0 CU N :• CONDUIT OR 2/0 AL "A (CO "TO TEIE^INATE ABOVE SOFFIT P OVEIINAMJ — , 150 AMP ELECTRICAL RISER P.B. FOR CHIMES NOT TO SCALE. GAADV� . cO'ENATION SERNCE DISCONNECT SINTER AND IELECTIRIC VICTIM NC ELE�CMIMATERALe AND INSTALLATIONS, SHALL TH BLECTFUCAL. HEMA SR ENCLONS '----' ®cdTLYU020) LOCAL CODES AND ALL LOCAL POUR PORCH COMPANY NE . - -- - - - - - - - - - - - - NDUCT NS SMALL N ALL C HRIOLOOIM SHALL EE TYPE i/St.I/TUAIN UNLESS NOTED oTwRWISE. POW11R COI'TANY TRANSFOR7R maptANTNE.E17 CI SSRVIfJ EIa NTsomay TEM MOND TERMINAL AT LOW GRADE r VOLTAGE CONNECTIONS FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' . I'-0' � L � LED LIGHTING Cap SINGLE LAV. BATH 12 C"ANY LABOR TO so. CABLE TEUWISION So ENIRMY.0 EOlS'1'SNT TCR rdU N Y 114 OI /SINKS OROU D CONCTED TO O ROVDE S 00NNETc ENCASED FOOTER STEEL PER R P INS ELECTISICAL PNOV1610M OP THE Br�acH Br THE A QUIGIlicallm THE ELECTRIC F.I.- DIA X 8 FT LONG COPPER CLAD GROUC, ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.wm AA 8: 00.3325 Ih c 0 stmDIV. a LOT: ABBOTT PARK LOT #1 BLK #11 PROJMTST 04181.000-11113 MODEL• 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ARNO9i � DAT]L. 08/31/21 scAL.E: 1/4"=1'-0" BHEET E1 A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES obv OUTLET Jo AMP 660u role IIOV OUTLET IIOV OUTLET " dmET �D TO SRRTON frl IIOV OUTLET '"40 WMIWD FALL NTSILrnxm(TAMFOR RESISTANT TYM) JJOV OUTLET (4) WIRE CONIEOTICN RT CFI OMIT NT�ORD SWITCH SIUITCH $-WAY Of•ER �4 SIRTCH 4-WAY OFER WALL MOUNTED LISHr CEILING LIGHT © LED 04 LIONT LED VAPOR OVP FROOF LI6HT O VP VAPOR PItdQ LIGHT ORECESSED CAN eV VNT. MN I crm MR S(1 IR. `LIT' a WrLISHt I CRT PER as FT. V RXTYE rePeeb TeD er 2.101ILDWRAP ® (PROCESSED)LEIRAO AD J•euLe WRAP FLUOMOCWO 4' R.IIOIQSLIS(T . —g. 4' TRACK LUNT 0 PANEL own METER OSD. amom DETECTOR eATYe.HClz w 1 WALL rkWFKD Q,�. RAtY.1r 1 ypRE DETECTOR W(. Cm OflSCTOR CO'ISO SMALL BE A DISTANCE Or NOT LESS T1El 4' 1'IROM MMANT LOW NATURAL QAS . TELEF IQ JACK WArm 1lAT.R Te e! ELNATlD DISeOTbeer , A AIR CONDRIONND SEE AW ON DISCOMECT SHOT TELEVISION JACK CEILNS ISM O J.eOpT TO ME SUPPORTED N ACCO WANCE W WX MARKED AS RICH FOR INSmcTlm Box walim ClLW FMLLISNr 70 w arpoprw N ACCORpANCE W WON MARKED AS SUCII FOR NSMQrIQN Anna 14' SIC bcnca(r LOW 67PW Onnnnn %' N LISNT Pw STRpoCETJT P (Tnnnnnnn 4W INCANDESCENT LOW STEP —I— aSECRRRY KEYPAD PJA K*W4W"0N FOR CIIrES we row • LOCATION CF Tv JACKS A MCNE OUTLETS r FANS TO ME VERRED R HOSOURN PRE -CONSTRUCTION MEETNS. • ALL IS A JO AMP BRANCH CNWWTS TO N ARC FAULT PROTECTED PER ELECTRICAL FROVISIONO OF mm „N EDITION nex) A °aC Jlon Jen !ORIGIN • JO AMP DEDICATED LAUNDRT' CIRCUIT. • SFI • ISLAND MOT ON KITCHEN CIRCUIT) • DISMYASIIER DISCMECT TO ME LOCKOUT N PANEL • eATHIO OM EXHAUST FAN TO NAVE MN. CAPACITY OF Ee Cm INTERER MITTENT PELECTRICAL PROVISIONS OF SECTION MISOTS FeCR TTN SDRION ne]e1 AND AUNDR • LAUNDRY DOM DISHWASiCR RECEPTACLE SHALL eE d)ROUD FALL, CIRO)R•binum umm FTSDTECTION FOR FeR6aNEL ON FEEDEM • URRNS METHOD SHALL BE NON METALLIC CABLE MR ELECTRICAL PROVISIONS CF RSOE TTN ED (20=1 • ALL MOM TO COMPLY MTN ELECTRICAL PROVISIONS Aop L tRaIECJR T,N Rro rJmol _ _ v Ael O • 161 Dr LYi4TNS MAT eE EIJCRSY BlICIONT TYPE PER 14FIC1®iGY) JeE..,u EDnTDN R4e4J LI I ---------- — ---� SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' - I'-0' — — — 4-1 L° L LED LIGHTING ® DOUBLE LAV. BATH 03 I I I I I 9 I I M I I I I i LED LIGHTING @ DOUBLE LAV. BATH -1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeaigngroupxom AA #: 0003325 h G O lei I sUDDiv 89 TAT ABBOTT PARK LOT #1 BLK #11 PROJECT# 4181.000-11113 MODEL' 4EHB "2605- HAYDEN" GARAGE BVnWO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN %Q0 MPH EXP. SESEE Dw� 08/31/21 BCAIX: 1/4"=1'-0" BHEET E2 0 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . P-0' L_ — — — — _ _ _ — _ _ _ _ — — — — — J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 . V-0' f-XN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaigngro up.wm 6. AA #: 0003325 W p V 0 aummm a LOT ABBOTT PARK LOT #1 BLK #11 PROJECT* 4181.000-11113 MODEL: 4EHB "2605— HAYDEN" GAXA0Z SWtNG: LEFT PAGE: PLUMBING PLANS 60 MPH 1AL no�AM AR NO 33723 F ATE08/31/21 CALE: 1/4"=1'-0" HEET P1 A HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES 844ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL 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 t0 FBC 1714 EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CCNTAINMG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL. NAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It DRYER BOOSTER TO BE A FANTECW DBF BOOSTER FAN OR EQUAL. PANTEC14 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 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PA86-THRU AIR GRILL BEDROOM #2 F----------, I I 14' S/A nvv ROOM FROM ABOVE 12XI2 I PASS I I I I In N N NOTETHRU II �i ALL HVAC TO HAVE PROPER ALL ��----------------------- I ' O( PANS W/DRAINS {�3v�1�m�,I`- ATTIC 1 1 1 1 1 1 1 1 I I, �x CEILING O O EXTERIOR WALL U 0 �I.Tnp I . ati.. I I I KITCHE PLENUM t y AIR RETURN WH SUCTION AND LIQUID ------- PAN• AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER - W/ (2)-3/I6'X2' TAPCONB UNIT SMP80N WO ROLL SCRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SX4 AM 12X8 / SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB S' S/A FROM // V 4' CONCRETE SLAB sBXI I/4' .aiiT. MTL. 6CREW8 t REFRIGERANT LINES TO I CONDENSER UNIT PLATFORM RETUIe l CONDENSING UNIT `�� �\SX9 TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER CONNECTION TO PAD FBCR 1TI4 EDITION (2020) _ NOTE: MAIN GOND. DRAM 3/4' DIA. MECHANICAL BLDG. CODE SECTION 3013.4 FOYER OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS I ARAGE — — — SGORIATED NICKEL FIN. FLOOR BRONZE FL. IL. OR WALL COUNDPLUG, G. PORCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE SPEC. BRAIN PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP� FIN. GRADE OR PAVING 1'-81XV CoNC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 " 1'-& 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 W , bdesl�grou"com AA #: 0003326 6 a �ppp y h C C Mill1 .1 H aysaiv ae ioT: ABBOTT PARK LOT #1 BLK #11 PltOJECTp 04181.000-11113 MODZU* 4EHB "2605- HAYDEN" GARAGE aNIMO: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH E . SE ROCMD A ABOUCHACRA L AR NO 93723 J PpjwT .1 DATj& 08/31/21 SCALE: 1/4"=1'-0" aiIEET M1 L------------------------- SECOND FLOOR MECHANICAL PLAN SCALE, V4 . P-O' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 w .abdesigngroup.eom AA #: 0003325 ra n y 0 Svan:v ac ron ABBOTT PARK LOT #1 BLK #11 PROJECT* 04181.000-11113 UODEU 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXR DA 08/31/21 SCALE: 1/4"=1'-0" 8mEET M2 2X4 TOP PLATE PER F PLW —IF PRE-FAB TRUES 1/2' CLG. BOARD Vl' DRYWALLT'rI- SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32. O.C. MAX FIN FLR 2X4 WOOD STUDS 024' O.G. ITIONS SUPPORTING', HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. �TYP. INT. WALL (NON—BRG.) D1 SCALEe 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TM85� MTL. DRIP EDGE 2x FASCIA PER I -m TMP_ ELEVATIONS OH. VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN FLR G d a a - °a d. b/S' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRPS • 24' OC. 8' CMU 1/2' GYP. WL, BID. - WOOD BASE — W/ WINDOW OPENING V DIA SLEEVE, DO NOT CUT REBAR PIPE BOND BEAM O NOT CUT SOLID oft= THE BCND eV (U- % BEAM (2) rAXME - REBARS ZA PIPE THROUGH BOND BEAM SCALE, 9/4'•1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90S.U. ROOF SHEATHING THICKNESS AS PER SHEET 8NI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ' — J 0'-0' PIN. PLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.1.3 AND 1605.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'•I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 505.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. co" gw-40 V2' 2; 7\ alcmm ftCOAT STINUCTum FM g"41CK MAGONWr 2.6 P.T. Up i?��i�4�iO�i�iTi�4�4 `i♦♦NOM i •�-AAi:I FAPP"WAL w�.4.w4.4.w i..w� �pcommawi ORACMTS 1_ITRAM JAM PER ��APPMOVAL NM zB GAS LINE THRU BLOCK erx� v •.r.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR N3' dm1 s GARAGE DOOR JAMBS D1 SCALE: 1 1/2' • 1'-0' i-2X4 SPF 24' OG. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE -ENS U.D. TRUSS CONY. 2x RAT RUN SECURED PERJ� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION If \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 N46ULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL •Ix2 P.T. FURRING — STRIPS • 24' O.C. V2' GYP. WL. BD. WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF SHEATHING TWI004ESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 0'-0' FIN FLR ° 4 e ° . ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 4 -ITH EDITION, SECTION R301.1.3 AND I&O'bb.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'.r-®' W DERLAYMENT IN TH BCR 9051.1.1 OF HEFBCR ACCORDANCE 2020 ITH EDITION IS "4 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 ww .abdesigngroupxom AA N: 0003325 h o K a h O BLTBDIV. Ae LAT ABBOTT PARK LOT #1 BLK #11 PROJECT/U 04181.000-1 113 MODEL: 4EHB "2605—HAYDEN" GARAGE OWING, LEFT PAGE: DETAILS 60 MPH E p FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAY TENT AS PER FBCIR 909.1.1. AS PER FBCR SM.U. ROOF SHEATHNG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET OWL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRU PER PRE-ENG WD. TRr'SS-- 14' O.GMAX LEVATION 24' O.MAX G. METAL DRIP EDGE— METAL DRIP EDGE. BATT INSULATION 2x FASCIA PER ELEVATIONS, REFER TO ENERGY CALCS FOR VALUES VENTED O.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT iYP. OR 1/1' NIGH STRENGTH CLG BOARD VENTED- -- REFERENCE Ix2 FIRE -STOP SOFFIT STRUCTURAL R-4.1IN8UL. REFERENCE I STRUCTURAL N w J I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL U4' T 4 G SUBFLOOR 1/2' THICK 2 COAT of P GLUED AND NAILED 1/2' THICK, 2 COAT--- PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY IX2 FIRE -STOP 7ftLEVATION IX2 FIFE -STOP --' SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD PER — - - � LEVATION W FIRE -STOP IX2 FIRE -STOP-,/ R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL '-0. O.H. BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL, W 6 3/4' T 4 G SUBFLOOR GLUED AND NAILED A8 PER NAILING SCHEDULE w 'a w m R EVATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH B CLG. OARD R-4.1 INSUL, 1/2' THICK, 2 COAT 1/1' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. PLASTER APPLIED STRIPS 24' OG. MASONRY g' CMU DIRECTLY TO 8, CMU MASONRY 1/2, GYP. ILL. BD. EL. H V2, GYP. WL. BD. IX2 FIRE-STOPWOOD BASE IX2 FIRE -STOP WOOD BASE a a LINE E L1� E . a. a. W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'•1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwW.abdmIgng ouP wm AA 8: 0003325 o m S OunDIV. Ae LAT ABBOTT PARK LOT #1 BLK #11 PROJECT* 4181.000-11113 MODEL' 4EHB "2605-HAYDEN" GARAGE 9WD0: LEFT PAGE: DETAILS 60 MPH EXP. DATTM.. 08/31/21 BCA=: 1/4"=1' -O" eIiEET D2 im 2X6 P.T.. CENTER OF DOOR HEADER SECURED NV (V VY X S' J-DOLT NV 4' MN EMBEDMENT W/ 2' X 2' X VS' WASHER + NUT OR NV (2) LW X W ANCHOR BOLTS NV 2' X 2' X 1/8' WISHER /NUT SECURE 2x4 TO BILK W/ INv4' TAxoNS 113 I IR' EMBEDM S' OCM 4' END DIST, I V2' EDGE DIST. ® SIDES 2X6 d1ARAde DOOR BUCK SECURED NV 111 112' X S' J-BOLT OR ANCUOR BOLTS, W/ 4' MN EMCNIDMENT, W/ 2' S X 2' X We' WASHER / NUT. fU WTHIN S' OF TOP, fU WITHIN W OF THE STIMT, ® [31 EVENLY SPACED. o O a NOT ALL ANS.CHORS SHALL BE N t0 ALL A MANUFACTLOREW8 ATk5N INBTRUETION6 NA-EgE AUCW INBTSUCTONA AIN! MIME BTSYN:dIJT GARAGE DOOR BUCK ATTACHMENT II"•M ". HM.rr S' CMI IR' DRYWALL Nat P.T. OR 5/4'X4' MIN. SECURE THOU FRAME / 1'X4' EXTEND 1.1/4, INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MN HEAD SIZE 3" Jm MN. EMBEDMENT 1.1/4' WITHIN W OF EACH END DOOR JAMB OR URNDOW + W O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4" OR +5/4" TLLNDOW TO BLACK +3/4" OR +5/4" 2X4: CM 8ECURE TO BLOCK W/ 3/W TAPCONS MN SHANK SIZE .146 MIN. HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITWIN W OF EACH END + b' = MAX SPACING 2X6: = SECURE TO BLOCK WOO) SAW TAPCONS (MN SWANK SIZE .Hb MN HEAD SIZE 900 MN EMBEDMENT 1 1/41) WITHIN S' OF EACH END 6, CHJ + IS. O.C. MAX SPACING. V2' DRYWALL 2X8. ® I'X4' SECURE TO BLOCK P.T. HALER WK2) 3/16' TAPOONS DOOR CASING (MN SHANK SIZE .14E MN HEAD SIZE 300 MN EMBEDMENT 1 1,141) WITHIN W OF EACH END + I OC. MAX dP'4CANCs. DOOR JAMS OR WIC" ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 1/E" 1LI /1NDOLL TO BACK +1 1/2" n 2X4, ON SECURE TO BLOCK W/ 3AW TAPCONS (MN. SHANK SIZE J45 MN HEAD SIZE JIM MN. EMBEDMENT 1 1,49 WITHIN W OF EACH END + b' O.C. MAX SPACING. 2X6. SECURE TO BLOCK IlUK2) N*' TAPCONS MN. SHANK SIZE .HIS MN HEAD SIZE JIM MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END S' GMAU + W OC. MAX SPACNd- In' DRYWALL 2XS, 1=1 SECURE TO BLOCK ❑ I.— NV(2) 3/16' TAPCONS P.T. NAILER (MN. SHANK SIZE .14b T/16' OAJS. X 4' MN. MN HEAD SIZE 300 MN. EMBEDMENT 1 1/4') DOOR CASING WITHIN a, OP EACH END 1 10' Or- MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTRES DETAILS. NOTE. 614M AS NEEDED TO PLUMS JAMB foo NOT EXCEED V47 DOOR JAMB TO BLACK +1 15/18" L� N TO BLACK +1 15/18" 2X4. SECURE TO BLOCK IW 3A6' TAPCONS (MIL SHANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT 1 1,141) WITHIN W OF EACW END + *'Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST SE 2X6, ® ON OUTSIDE 1 SECURED SECRe TO BLOCK THROUGH NON-8TRUCTVRAL WK2) SAW TAPCONS 3A6' TAPCON MR 1-1614' (MN SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 V41) WITHIN W OF EACH END S' C'L + W oz. MAX SPACING. VX DRYWALL 7X0. CIM 6CCJ1!! TO BLOCK 1'X4' WK2) 3A6' TAPCON6 P.T. NAILER (MN BNANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN W OF EACH END + W OC. MAX 6PACN6. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +2 1/4" nLLINDON TO BLACK +2 1/4" u 2X4, IS2 SECURE TO BLOM W/3/16' TAPCON6 (MN SWANK SIZE .Wb MIN. HEAD SIZE 300 MN !EMBEDMENT 1 1/49 WTHN S' OF EACH END 1 W OC. MAX SPACN& 2X4. 1131 SECURE TO ELOCK W/ 1/4' TAPCOM (MN. SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN W OF EACH END A m' OC. MAX SPACING. 2X6. ® 2X6, SECURE TO BLOCK SECURE TO BLOCK W/(2) I' TAPCCNS W.C2) V4' TAPCONS MIL (MN. SWANK SRE J45 SHANK SIZE .145 MIN. MIN HEAD SIZE 300 HEAD SIZE 300 MIN. MIN EMBEDMENT 1 114'1 EMBEDMENT I V49 WRNN S' OF EACH END e' cm WITWN W OF EACH END 1 b' Or -MAX SPACING. 1 b' OfMAk BPACN/i S' Ertl F1 V2' DRYWALL 2SECURE I/2' DRYWALL SECURE TO BLOCK I'X4' TO BLOCK PX4' WK2) 3AW TAPOONS P.T. NAILER WK7)1/4' TAPCONS P.T. NAILER (MR SHANK SIZE 145 DOOR CASING MIN SHANK SIZE J46 MIL HEAD SI28 300 MIN. HEAD SIZE 30D TA6' OAS. X 4' MN MIN. EMBEDMENT 1 V4') MN EMBEDMENT I V4') WITHIN 8' OF EACH END UNTWN W OF EACH END DOOR CASING / b' OC. MAX + W OC. MAX SPACING. DOOR JAMB OR WINDOW 6P'CW- DOOR JAMB OR WNDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE. SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" 6 2X4, lill SECURE TO BLOCK W/ V*' TAPCONS (MN. SHANK SIZE J40 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WRHIN S' OF EACH END 1 b' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST SE 2>06, ® ON OUTSIDE / SECURED SECURE TO BLOCK TW ROUGH WON-STI=TURAI- UAN2) 3AW TAPOON6 3K' TAPCON MN 1-1/4' MN SWANK SIZE .145 WIMOMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') 6' GM! WTHN W OF EACH END 1 W O.O. MAX SPACNS. W' DRYWALL 2X6, 1=1 ❑ I'X4' SECURE TO BLOCK P.T. NAILER LLV(2) SAW TAPCONS DOOR CA6NG MN SHANK SI7E .W6 MR HEAD SIZE 300 MN EMBEDMENT I V4') WTHN S' OP EACH END • b• O.C. MAX SPACIN& NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER UIK2JI2tl WITHIN S' OF EAG4 END + 6' TO S' or-. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLACK +3" F NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/I6" `1�6T?D01► TO BLACK +9 7/16" 2X4: 1211 SECURE TO BLOCK W/ V4' TAPCONS (MN. SHANK SIZE J48 MIN. WEAD SIZE JIM MN EMBEDMENT 1 V41) WITHIN W OF EACH END + *'Or- MAX SPACN/a 2X6: = SECURE TO BLOCK WK2)1/4' TAPCONS (MN SHANK SIZE .Wb MN HEAD SIZE 300 MN EMDEDMENT I 1,147 WITHIN A. OF EAC14 END + b' OIC. MAX SPACING. 2XS. CM SECURE TO BLOCK WK2)1/4' TAPCONS MN SWANK SIZE J45 MN. HEAD SIZE JIM MN EMBEDMENT 1 V41) UNTHIN S' OF EACH END + b' O.C. MAX SPACING,. NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE / SECURED T141110 GH NON-STRUCTURAL 3A8' TAPCON MN. 1-114' EMBEDMENT INTO SLMX LY b' CMU I/2' DRYWALL ❑ PX4' P.T. NAILER DOOR CASING DOOR JAMS OR WNDOW ATTACH TO 2X PER MANUFAC7URE6 DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" 1Al W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32751 PH: 407-774-6078 FAX: 407-774-4078 7 abdesigngroup.com L AA 8: 0003325 Z p W aN 0 v SQg 9 LlUDDIV. Ce RAT ABBOTT PARK LOT #1 BLK #11 PROAMTHLH 4181.000-11113 MODZU 4EHB "2605— HAYDEN" GARAGE 8111MG: LEFT PAGE: DETAILS 60 MPH EXP. SE n OS/31/211/4"=1'-0"3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. 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 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCL COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.7 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 10456.10 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 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139G4.6 SIMPSON STRUCT. COMP. 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 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 165031 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 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 8/29/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 153S3.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-1115 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELRE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single Ike EXT. DOOR 2020 FBCR 12/32/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 1322342 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30YEAR 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 PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 o I; 17 a W 24 b <pypy O . j LL at1EDIV. as L070 ABBOTT PARK LOT #1 BLK #11 P1tOJECTio 04181.000-11113 MOD= 4EHB "2605- HAYDEN" GARAGE BWDFG: LEFT PACE: PRODUCT APPROVAL LISTING 60 MPH EXP. Dw ]& 08/31/21 aCALEe 1/4"=1'-0" SHEET D4 PREPOR'!D CONTROL JOINT FLANGE OF CONTROL JOSRS rd BE WRED TIED TO LATH A W OC, MAX (VERTU NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN M STUD EXISTS BEYOND EXCEPT STAPLES Ulf W LEG MAY BE USED TO TENT. SECURE CONTRROL JOINT DWRY INSTALLATION —� FASTENERS TO BE SPACED�--777 • T O.C. MAX VERTICALLY / 1 / j' THICK 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIPMER BUILDING PAPER APPROVED METAL LATH FASTENED an' (VERTJ OL. MAX AT SUPPORTS URB LAYER 1 STUCCO WRAP WOO SWEAT14M FAIE M M LATH SHALL NO BE CONTINUOUS TJfIOU IH JOINTS BUT BE STOPPED Al TIED 4T EACH BDE. PROVIDE 2X4 B-OCICSK. PER ASTM 01085 \ PLACED FLAT MAX \ TO IIIFROM CONTROL JOINT LINEN � CONTROL JOINT FALLS ON L !FASTENERS FOIL LATFI TO BE NAILS OR\ i 'NOTE,� STRUCTURAL STUD STAPLES N COMPLIANCE W ASTM CW63 2. WIFE TES TO BE (NO. 0) Oili WRE 3. BLOCKING SHOWN MAY BE INADDITION/ \ TO WALL SIDS POMIP ED PER FLAN \ I/ Ti "M" TYPE CONTROL JOINT OL FOLD 04 FT. A OI TOLD ISYSD . PI. A L CRAM. M.S L CRIAN . Pt.O OL HOLD L.IIAIID . Pr. 7. Cnel . Fr. B FOLD 4r s OL F0.D NIHIC . PL A L CISAM L. CRAM . FT. G L FOLD Pr. C DYNR Pt. B TLL Pt. C TOUCfm Ill KANN el. MAL FOLD. pQ NOI Co. r i' TI4CIC S COAT CEMENT PLASTER DTMMB; w' 2 COAT CAMM PLAITRR (010 (—IRIS LAYER 4. PORTPIBER BUILDING PAPER 11RANR CaLY) r'URB LAYER -1. STUCCO URAP(RFAMB O(LT) r• LAN, LATENT OF SWLDW LRAM DYBL /MLM RANDS• STOP A.GYR OILY) exTBaoR I,dl WALL RAIHNI �IDt � R.ANNIG (ILs WALL HIIILRCrI" PAL(,IA BUF NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF S' . VERTICAL LAPS (ROLL ENDS) A S' I HORIZONTAL LAPS, ALL SEAMS NEED TO EE TAPED WITH FORTIBER SHEATNINQ, TAPE / . MN. LAP . FRTAL LATH \ LATH VERTICAL LAP TO SE P n--ten ' METAL LATH WIND LAYER'(, STUCCO WRAP ­1 F R LA LdU Y / I. UR6 LATER -2, FOW FIBER \BUILDNG PAPER 2 '�eAEER LAP W.45, I In-0-0- IN LA- 4- 'L LAP VERTICAL LATH & PAPER DETAIL W°oD sIEaT BIDLAPS OF METAL PLASTER BASES SHALL ISE SECURED TO EUILDf PRAMING MBMBERS. PAPEF THEY SMALL BE TIED BETWEEN SUPPORTS WTN 00415-11N. (IZI-MM) STICC WRE AT INTERVALS NOT MORE THAN S' CM-MM. AS PER ASTM C11083. KIC KO UT � PAIR OF TEARS IN RIB CATERS, TEARS DETAIL MA MAY SE PATCHED UYWO SE WRAP TAPE PER MASK. SPEC. OR PEEL A STICK etiv INSTALL FASTENERS (CLIPS, STRAPS, STAPLEW AS REQUIRED TO SECURE PIPE/ WIRE TO PRAMNG WIND LAYER al, STUCCO WRAP WIND LAYER 4. PORTLSBER 1191,111 PAPER FETAL LATH 6'x6' SELP-ADHERING MEMBRANE R-Al OVER A A40 SELF-AOHEROO MEMBRANE FLASHING OVER APPROVED MOUSE WRAP. PLASHNIS TO EXTEND ONTO PIPE i' TNIOG 3 COAT CEMENT Ib' CONT. BEAD OF SEALANT PLASTER "TALL APPROVED HOUSEWMAP AIR METAL LATH IL —ION BAIEtIER OVER S O URLAYER . FORTIFISER StEatHttNc' SUILDNG PAPER ELASTOMCRIC COATING OVER STUCCO/ Wm LAYER -1. O.V. FNEN (SEE TT WALL SECTIONU STUCCO WRAP NNOOD SHEATHING SECTION R SECTION f3tlrN(ILNn RTLGLrB,L Exterior use of ecement plaster shall comply withth the a application regWremeMs of ASTMTM C C 926-16b. Installation of exterior le@irg and framing .hall comply with ASTM C 106319e, or ASTM 1767. 4k4' 8ELP-ADHERING MEMBRANE FLASHING (COMPATIBLE W/ (HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WlAP. V OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OFF WLP-ADHEMNS MEMBRANE PLASHING STEP •1 WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED z A> 5"X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING � L (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS rJ "L" FLASHING N.T.S. N.T.S. STEP *2 LEGEND SELF -ADHERING MEMBRANE FLASNMS OVER APPROVED HOUSE Wil FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADNEItlNG MEMBRANE FLASHING DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER- 5UILDING PAPER) METAL LATH x—x—x—x 5TUCC0 WOOD OR 1/16" ZIP WALL SHEATHING 5ELF-ADHE5IVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAR: 407-7744078 ww .abdesigngroup.mm AA N: 0003325 N W O N W 7 SUDDiv an Lot: ABBOTT PARK LOT #1 BLK #11 PROJWT# 04181.000-11113 MODEL: 4EHB "2605- HAYDEN" GARAoB SWING: LEFT PADS: WALL ASSEMBLY DETAILS 60 MPH EXP. PRMT RRRIN DATM 08/317, SCALE 1/4"=1"-0" S*EMT WA INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 81DE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOIJENOE OF FLdS411NG TO BE. X: 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT•AF'PLY SEALANT ALL JOINTS AND INTERSECTIONS '•' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y+' CAULKING • JOINT I ALL AROUND I I PER SECTION 11703.7 I Eldedor MWng end pMeMelrig BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 925&18b. X. k: Installation of exterior lathing and framing shall comply with ASTM C 1083-19a, X; or ASTM 1787. UPS LAYER 9, STUCCO WRAP HOODED VENT THM 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHING LAYER �, STUCCO WRAP LATER 9, FORTIF15ER BUILDING PAPER GONSTUCTION —METAL LATH S' CMU VINYL CASING BEAD W RAISED BAND V TO k'MAID--WALL 6' WIDE STRIP SELF ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYIN's Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER M1, 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) ELEC. METEF VERIFY LO FINISH (V SELF ADHESIVE OVER TOP 4 SIDES FLASHING WIT PREMANUF. DRYER VENT CAP (SET IN CONT, SEALANT) SEALANT • TOP 4 SIDES 6 B DRYER VENT ( BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE' UNDER 'QUICK FLASI CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT 3{y' TO V MID -WALL EPPIUE S EEDEED WOOD C.ONSTIlUCTION 6' SELF-ADHESIVE FLASHING WOOD FRAMED f — — — WALL HORIZONTAL WEEP SCREED r ' ( FRAME TO FRAME) EVENT PENETRATION ti SCALE: N.T.O. filCCfi IV IiLCrCiVG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEG. METER FIELD VERIFY LOCATION 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 "­­ ­""" '2R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHING HOUSEUIRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATWMG WRB LAYER -1, STUCCO WRAP WRB LAYER R, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' OG, MAX Nr' TOYi' MID nwALL neap arrst 6' WIDE STRIP SELF A01IE61YE FLASHING, CLEAN MASONRY BEFORE APPLYING V FNISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK S. WRB LAYER 9, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING -.r+ MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 9 STEP #1 STEP 1*2 STEP #3 WRB LAYER 9, STUCCO WRAP Q APPLY 60 MIN SELF -ADHERING _ GRADE '0' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED I-IOUSEWRAP WRB LAYER 02. FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP 1*6 (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 N � o r a A "13 SUDDlV. a LOT: ABBOTT PARK LOT #1 BLK #11 PX0"=T* 04181.000-1111 1[ODZ$L 4EHB "2605- HAYDEN" GARAOZ OWING; LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP, Cj SE ROLNO A ABOUCFiACM I LII. AR NO 93723 DAIi�' 08/31/21 SCALE: 1/4-=1'-0" aI; ZT WA2 WOOD SHEATHING EXT. UIOOD WALL WRB LAYER 9, 8118-FLOOR DECKING STUCCO WRAP WOOD UARB LAYER "2, FORTIFIBER PRE-0416'DIND - CONSTRUCTION BUILDING PAPER �� HAT GNANTIEL WEATHER RES i' THICK 3 COAT CEMENT StAR ' TYPE 'X' DRYWALL PLASTER WEATHER RES= 6' OAF. • TOP OF WEEP SCREED BARRTO SHEATHING BEHIND WEEP SCREED i' 1HIICK 3 GOAT RIEBWOOD SHEATHING RASTER`� 4' POSITIVE DRAM METAL LATHWOM SHEATHINGWRB LAYER 1, � STUCCO WRAPTHICK 3 COAT CEMENT 1 GAP FOR BACKER PLASTER EXTERIOR GRADE ROD 4 SEALANT `6'SELF-ADHEREING DRY WALL AM66-11FUIC-190 MATCH CASING BEAD'FLASHING WRAPPEDTOP OF WEEP SCREED i' THHICJG 3 COAT CEMENT VINYL CASING BEAD — TO SHEATHING BELOW t• PWEESIT, S PLASttWRB LAYER 1, �AP IN PIELD QWATER PROOFING ,I ELLAYER (2 LAYER PEEL STUCCO WRAP (BHICUM FOR CLARFICATIOOF �,• , i '� � SSEPARATEAGCESSORICS ONN LY) 4 STICK) n BARB LAYER -2, FORTIFIBER - "I I BUILDING PAPER 1 6' SELF-ADNEREING ��.... .:..=• - / FLASHING WRAPPED UlRB LAYER 1, • CORNER OF CANTILEVER STUCCO WRAP ` �a AMICO AM66-WRUC-TS0 I ; `— 'POSITIVE DRAIN p CANTILEVER DRIP CUSTOM CASINGEA BD - - -- EDGE IELD -__� NO GAP IN F (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nDTL. ® CANT. SCALE: 1 1/2'•1'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. 'YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTUREO 4 PAINTED WOOD SHEATHING FINISH J' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER -2 SCE 3 COAT CEMENT AST S/S' TYPE 'X' DRYWALL METAL LATH W(TEXTURED 4 PAINTED WOOD SHEATHING FINISH ]' THICK, 3 COAT CEMENT 14EADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL CASIN IICFP P,r'RCFD CJQ� IEJ,J SiIE_WFIYN FIELDIN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION 3' X 3' 26"GALY. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL (STICK( SET IN FULL BED OF 6' PEEL / SEALANT,* MIN. STICK 6 DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP"BACKER I A% y'j P.T. OR a ATED RICO / SEALANT WOOD (TREX) FILLER CONTINUOUS ' VINYL CAGING BEAD WATER PROOFING rt I WEATHER RESISTIVE LAYER (2 LAYER PEEL a ;t 15APMER 9 STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER 7 CANTILEVER ."'"a••�kP 6' PEEL A STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB PLOOR EDGE - 3' X 3' 26 GA GALV. METAL DRIP EDGE -• •• SET IN FULL BED OF I )S'XI V4 P.T. OR 9IMULATE SEALANT, JL' MM. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CAGING DEAD ROD 4 SEALANT WATER PROOFING bt FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL frANTILEI Z Y TH 3 COAT CEMENT PLASTER METAL LATH S/S' TYPE 'X' DRYWALL WOOD SHEATHING WREXTURED 4 PAINTED WEATHER RESISTIVE PMISH BARRIER 1 WEATHER RESISTIVE �• TFHIGG 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD \111ME_61 4}�J QR Iy1� D, pM s - ^'L GA&M sen NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP ll EDGE INSTALLATION :OLUMN SHEATHING (LEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER @ V SAF. -PEEL 4 STICK i• 1 J6'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT _ I V X 3' 26 GA GAL V. METAL DRIP EDGE SET M FULL BED OF SEALANT, V MM. SPACE FROM DRIP FACE TO TREX /__ PEEL A Je. GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL S/S' TYPE 'X' DRYWALL WREXTURED A PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 7 EXTERIOR COLUMN COLUMN SHEATHING 6' S.A.F. 1 )6'x3' 'L' PLASHING - FULLY EMBEDDED IN ROOF CEMENT I JL' X 3' 26 GA. GAL V. METAL DRIP EDGE SET M FULL BED OF SEALANT,Ji' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING 4t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN LEGEND DRAINAGE PLANE (WRB LAYER MI, 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 — — — — — VINYL CORNER BEAD J / (SHOWN FOR CLAIRIFICATK)N OF yyYL AD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING 'SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 I/2' QQahmR w.An FASTENED TO 6WEAT14NGa • T' O.C. MAX. ,• C WRB LAYER M. STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER SPRNER BEAD ® FRAME T 2 1/2, 4 CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 p\CORNER BEAD (9) BLOCK WRB LAYER 1, STUCCO WRAP WRB LAYER'2, FORTIFIBER BUILDING PAPER--,, METAL LATH i' THICK, 3 COAT CEMENT\ PLASTER b'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CLARITY) WRB LAYER 01 STUGGI�WRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFISER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 1L 1cJB CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.eom AA #: 0003325 h O D 3 a a s O I4 E 5 F TT PARK T #1 K #11 PIROJECTdt 04181.000- 111 11LODEIs 4EHB "2605-HAYDEN" GARAGE E1 D90: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. SF 1 ECALE: 1/4-=1'-0" 1 WOOD SHEATHIWS -\ WRB LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER FLASHING VINYL ANGLED �`_� 1EXPLODI CASING BEAD VIEW FOR CLARITY) K' DRIP CAP WINDOW FLANGE WRB LAYER 01, - STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER i2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER CY BUILDING PAPER \ _ METAL LATH �Z_ a' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD 0 WINDOW (15C ( FRAME, W/BAND) WOOD SHEA METAL LATH )'.' GAP TYP CASING BEAD TO TRIM 1X TRIM MEMBER ® STUCCO TO SIDING TRANSITION SIDING 5- STUCCO i' THICK 3 COAT CEMENT PLASTER METAL LATH 00 LAYER 02, FORTIPIE5ER BUILDMG PAPER WOOD SHEATHING WRB LAYER h, STUCCO WRAP CASING BEAD W SELF-ADHEREING FLASHING OR FEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD GONOTINXTION BEYOND WOOD SYEATHING— WEATHER ER Z961STIVE EARN WEATHEIW RESISTIVE - DARMER 4 WIMI %e SIDING i' SELP-ADWRING - PLASHNG STARTER STRIP oHERNG RESISTIVE q RESISTIVE 2 DHERNG !,"61 TRM LAT ER V / \ ' WIEODTRM r1pl EDER I OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER PI, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WO GN0"IFLICrION BUILDING PAPER i I WRB LAYER 01, eHEATHING THICK, 3 COAT CEMENT I STUCCO WRAP WATUO°D BIR-1 IVE PLASTER U ARESISTIVE WRB LAYER "2, FORTIF15ER LLpixREVCALAPsI°MG BUILDING PAPER I\ VINYL ANGLED � , � CASING BEAD METAL LATH \ VINYL CASING BEAD i STARTER STIeIP J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER \ —� CLARITY) &ALVO METAL PLA`04NO D�AItlrHtl .I UIOOD 1RM ChbECDIt OP Z' c-z DEm vlNn casWaG (R PVC R=E CASING BEAD ® RAISED :7� �C�� R,NG BAND (FRAME) CEFBNT' PLAiGTER � I 17A LLEATHCR RESISTIVE DARItlER SCALE: I I rl' • I' • 0' WEATHER RESISTIVE DARNER.2 i- -ADHERING PLAOMNI WEATHER RESISTIVE DAMER -1 TO LAP MIN ABOVE TOP CF 7':i46FING WEATHER RESISTIVE BARRIER , WEATHER RESISTVE BARRIER 4 USATNEIIIIII ISAWRIER �SISTIVE eww PVC ISACXEIQ SIDING TO STUCCO 'l-WEATHERRESISTIVE ® FRAME TO FRAME eAWaERa TRANSITION 1 �7 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 — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME f WRB LAYER i2, FORTIFIBER BUILDING PAPER E-Z BEAD CASING BE�VINYL GOING (W/-'i' FLEXIBLE PVC BACKER ROD) —WRB LAYER 'I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER fo' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY —--------------------------------------------J_---------------------------------------------- Y4' GAP TYP - �}' THICK, 3 COAT CEMENT - CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH 1 I WRB LAYER 02, FORTIFIBER I BUILDING PAPER I WINDOW FRAME WOOD SHEATHING I I I I i I i i WRB LAYER "I, ; STUCCO WRAP 6' WIDE PEEL 4 STICK X7 OVER FLANGE i WINDOW FLANGE i E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN ;I FLANGE 4 BUILDING WRAP BUILDING WRAP --------------------------------------------------------------------------------------------------'' EZ BEAD WINDOW CASING n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.eom AA N: 0003325 plat c 3 31. Z sLTBDIV. at LOT ABBOTT PARK LOT #1 BLK #11 PROJWT# 04181.000-11113 MODRI 4EHB "2605—HAYDEN" GARAGM OWING' LEFT PAGZ- WALL ASSEMBLY DETAILS 80 H E SEN/0 D N 08/31/21 sCALM 1/4"=1'-0" sI�T WA4- CPRESHOULDBETAKENNKEEPINGTHEVENTFROPERLV SHOWN IN 4" GALVANM ALIGNED. VENT PIPE IS SEALED IFUTIU— NALIN PLACE USING 1 —NAILS AT EACH CORNER. ROCFINGCEMENT SHOULD BE APPLIED TO RYAMTIMN ALLEHNGLE EDGES NEAR THE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT OUT THE GOOSENECK VENT OPENING N THE RCUF RECOMMENDED IN SEVERE WEATHER COASTAL 6HEATHING.81-THEOPENINGINACCORDANCEWI!LATHE C SHOWN. IN HEEVENTAMECHANICALVENTFANIS CONSTS—NZONES. USED,-E THE VENT OPENING IN ACOORDANCE WPTH VENT FAN MANUFACTURE6 PIFINGCOJNECTpN INSTRLKTICNS. DONOTCUT NTOTRUESES OR RAFTERS WHEN CUTTINGTHE OPENING IN THEROOF. �c RE-E INTERFERING SHNGLE NAILS AROUND THE PERIMETER OF THE OPENING SO THATTHE NALINGFLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE F-ANGES OF THE VENT UP AND UNDER SHINGLES .ALLOW TOM VENTFLANGES TO tlJ TIN HE 70P TOPOFTHE6HGUES E�u ROOF HOOD VENTIF DETA—ILII CIR NOUSNRAP AT 4a' m4La ty N 41gbBIRM LIE OF WINDOW APPROVED NgIOiWtAP \ OVER SIEATHNG OVER UD STID WALL STEP 1 I XTENDINILO I IMLL G MN / I' UISL SILL \7/\ RIXIOLE R.A8NN6 DO NOT SEAL IOTTOM FIN STEP 6 ASPHALT PLASTIC CEMENT MO_DED AROUND BASE OF PIPE AND OVER FLANGE 7ETPORARLY FOLD-IP � 6LCURE role N= FLAP TIkW P IADEIv �. HEAp #T - ALIM FLAOMM _ RV NT. LOGE OF SILL NO. FOLD IIOWCYRAP IN AT JAI-86 4 NLL - MRONAWOALLY - FASTEN PANNED - EDGES.(CAR NAILS, STAPLLS) —_ SLOPE BILL NRO. ro E)AERIOIe INSTALL DUFONT F1.E9111A0 AS T FLASNNG AT TR STEP 2 INSTALL S' FOLD NgJ11EYR4 SELF-ADNERMtl COW ITAPE RAOM04 OVER OIASONAL LTIT 4 VINYL HELD FLA814010 (W rN 00 = - -- A17R000 HEAD o WINDOWCAMNAILING - = KANaE - EXTEND SELP-ADH M0 * FLA8H60 P MN 1 BEYOND JAMB FLA8NN0 i MN 10TALL VINYL DRP CAP STEP '7 PLUMBING VENT DETAILS iEcil F" 'LNTNUCUS GLAD 1F SEALANT AT A 4* AND MEAD a LILY TO NAM OF MOM NAILING LANGL N LINE UY IOLIS aG4LD IOLlS OR SLOTS. SDI ADIESIVI - WISLA PLA64NM VIR DRIP OAP ECTo-~ WAXIV) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 SS WIDE VALLEY PLASHING 1. ON HEAVIER FELT UNDERLIYMENT ASPHALT ROOFING CEMENT END OF SHINGUE i-EMENG END SHNGLE TLEYSC 1Z' 'ONG VALUE ELATE -HE —CLIPPEDOFF C -N�DEC3LEES 7 � FRO—EYCENTERLNE L IT Is T E C0WACTOM RE/PONSIDILTY TO VERFY ROOF VALLEY DETAIL WO MINA , IBILITYGRALA of A" LP -AP ERI NCLUDNG TWE GORAR SEALYOF A aLPRDD=T6 W SCALE. NTa FLAINIM MATERIALS USED DURMn CONSTRICTION 2. INSTALL ALL MATERIALS PER MANWACTWEIMa WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY P NOT COMPATISILL NOTE, CLEAN AND IDEAL JAMB TO SILL JOINTS WITH DOW U" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE REPALIF BCNEME IDHOUN Buell l BE MPLEMLRNTED AT ALL WNDOWS WITH EVIDENCE OF WATER NTRISION BELOW TFB WINDOW OPENING I6m EAL NTERIOR PERMIETER OF WINDOW WITHEALANT APPLY al HAI(O SCUAL) SEALANT 4 FWD AF MNM FLASNNG (LANCO WNTE•SEA IL RC -SS on LdIW A SLOPE SILL TO EX Non' L IT R TE CONTACTORS POSPONBBILTY TO VERPY THE COTATIDILITY OF ALL PRODUCTS NCI-UDING SEALANTS 4 SELF-AONERM FLASNMNG MATERIALS USED DURING COMTRI CTION 12. FLASHING AT EXTERIOR WINDOW! AND DOOR OPIMM SHALL W SIDTALLED N ACCORDANCE WTN MANPACT RER'S INSTALLATION NSTRNDTIONG AND APPROVED NETNOO u O FOC RIMA U N ACCORDANCE lRN FENESTRATION MANIPAGTWRM" INSTALLATION AND R A64MIG INSTRNCTIONL WANNUaL SEALANTS MAY REACT ADVERSELY P NOT ICI CO•RPATIOLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALR,N78 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgng oup.com AA 8: 0003325 y MEN o h C MINIM S Ma aUDDIV. & LOT ABBOTT PARK LOT #1 BLK #11 PROJWT/N 4181.000-11113 MODEL: 4EHB "2605—HAYDEN" OAXAOE SIMNO: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. SF EEE D TM 08/31/21 SCALE: 1/4"=1'-0" WA5 2x& SUB-BANp W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA !P\ DRIP EDGE I` 1/8' TEXTURED I FINISH ® WOOD I �\ 2X6 DUD BANC 1/2' TEXTURED FINISH 6 CMU METAL FASCIA \� WRAP YS' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • OMU METAL LATH WOOD SHEATHING ]] OR CMU 1' WRB LAYER al, STUCCO WRAP(FRAME ONLY) WRB LAYER 52, FORTIFIBER BUILOMG PAPER - - - (FRAME ONLY) 1I [_� ` ROOFING CEMENT �- DRIP EDGE ©FLAN B METAL KICK OUT `. NOTE: NOTCH FOR 2X& SUB BAND ONLY ROOF KICK OUT REMOVED \\ �\ FOR CLARITY ` ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL 777777 :(NOT INTO STUCCO) 1 '1/8' TEXTURED FINISH /WOOD, I/2' TEXTURED FINISH o CMU 2xb SUB -BAND W/1'x4' NOTCH f END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT is WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - 0' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH s END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x 1A . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ft x x x x x `C2`Ai x - .. .. .. SUB BAND DETAIL ® WALL W/KICK— OUT AME OR CMU LT 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 0 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. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdftlgngmup.com AA #: 0003326 J e � b 0 �111r avnloo as LO'r ABBOTT PARK LOT #1 BLK #11 PROJECT# 04181.000-11113 "0DELa 4EHB "2605—HAYDEN" GARAGE STIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. tP 0 D TM 08/31/21 8CAl.E: 1/4"=1'-0" SPIENT dV A6 (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION z �i TEXTURED FINISH ] z 8" CMU m O 12" GYP. WL. BD. r 4" CONC., REINF. W/ 6" x6' W1.4xWi 4 \WW ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL (2) #5 REBAR ON CHAIRS 1-STORY FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/GONG. POUR CELL R-4.2 INSULATION z w TEXTURED FINISH z 8" CMU E(9 .0 12" GYP. WL. BD. r `- 4"CONC., REINF. W/6"x6'WlAxWlA WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL b z in 1 -6 (2) #5 REBAR ON CHAIRS 2)2-STORY FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" z H O :1) #5 REBAR VERTICALLY W/ CONIC. SOUR CELL 8" CMU I 2-STORY 2-STORY I I I MONO FTG STEM WALL t 4" CONC. 17'4" 22'4" SLAB TOP OF I I a m SLAB 28,-r, m 3 5 ,. 51- - - - L - - J L_ I r --- —2 ----- � 4 1 1A�--FM-18x18 s1 I 2' 8" 15'4" I' 11'-a" 101-0„ I i 4" PVC CHASE I 2 I .�� 81 TT OP OF SLAB FIN FUR. - 100.50' mzo Q 11 C ^ I I J ILL 1 1A ii � I I U U II ' 11'-10" I 7'-5" 20'-5" d i I II i 1.1 C W 12x12 —r II 6 ,� — — — zIJ I I11 1,1 F-24x24 1,1 9WC-12xl2_ y o a � I _ N UP T02ND FLOOR m I� � I I N O (FIELD VERIFY 6 w a0 EXACT LOCATION) Ik n Y 5 T-0" 1.1 1.1 I " tl I OO 1 9'-3„ = I ° #3 TRANSFER STEEL I X # N U 0 24" O.C. MAX I 0'-0"FIN. ELEV. rl 2 FIN. CONC. SLAB A* FIN FLR. LL ' I I 2 4 o 3 m I 2-STORY 2-STORY MON FTG STEM WALL I ,1 I STTEMEM WALL m r — — — — — J — � m AI 10" 2'-10J 1,-0„ T-4" — — 9' 8— �t S1 OS FMC 18x18_ _ FM-i 6x18 _ — FMC-16x18 4" CONC. SLAB p a I I m m 4 4 — ` —-----'J 20'4" TSi 21'-8" 18'•0" 3V-8" FOUNDATION PLAN SCALE: 1/4" - V-0" D.. ... I �OP OLAID M STOP REBAR W COVER FROM #5 CONTINUOUS TOP OF SLAB 4 — a 4" CONC. REINFORCED W/6'X6" W1.4XW1.4 �. WWF OR FIBERMESH ON 6-MIL. VAPOR • p BARRIER ON WELL -COMPACTED CLEAN FILL y�j + a MIN. 25' LAP E 4 (0 TERMITE TREATMENT TO BE BORA-CARE > APPLIED AT FRAMING. D 9 BAR VERT MIN. 3' COVER 4" CONC., REINF. W/ e'7B" W1.4xW1.4 WAM ON 6 O i j SE E DETAIL 2/61 6-MIL POLY ETHYLENE VAPOR BARRIER ON ~ WELL -COMPACTED CLEAN FILL a <a' — �. ° - n e • MBJ. 25' LAP •—' (2) #5 REBAR ON CHAIRS g " 8" ' U 1'4„ (2) #5 REBAR CONTINUOUS , ON CHAIRS I'-) 2 STORY FOOTING AT GARAGE 4 STEMWALL PORCH/LANAI 5 STEM WALL TO MONOLITHIC CONNECTION 6 SCALE: 3/4"=1'-0' 3 SCALE: 3l4"=1'-d' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4, REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WTH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.MNDICATES #5 BAR, GWDICATES #8 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30%#6=36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7lh EDTION DOWEL LEGEND VERTICAL DOWEL NOT TO O EXCEED 3' COVER FROM TOP OF BLAB NOTE: HANDRAIL REQUIRED IF GRADE IS 24" BELOW PORCH FINISHED FLOOR. NOTE: CONC. STEPS VARY PER GRADE. (IF REQUIRED). SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1,4xW1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12, CONTINUOUS 18" - (2)#5'5 FM-16x18 16, CONTINUOUS 18" - (2)#5's FM-20xl8 2(Y' CONTINUOUS 18" - (2)#5's FMC-16xl8 16' CONTINUOUS le. - (2)#5's - VARIES CW-12x12 12" SEE PLAN 17, - (2) #5's - + -a' CWC-12x12 12' SEE PLAN 17 - 12)#5's - VARIES F-24x24 24" 24" 1Z' 12)#5's (2)#5's TE-1 8" SEE PLAN 8" - (1) #5's - d•4'• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 fa 4 p m O b y BUDDIV. ag LAT: ABBOTT PARK LOT #1 BLK #11 PROJECT/, 04181.000-11113 MODEL' 4EHB "2605-HAYDEN" GARAGE 811MG: LEFT PAGE: FOUNDATION PLAN 60 MPH EXP. aw' 08/31/21 SCALE: aIiEET si B� MIN. EACH WAY MONOLITHIC FOOTING }} A I, STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — � CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS q o. 11) P d SPACING REQUIREMENTS < .�. .yII� GARAGE DOOR Q q RECESS w FM w 8• O 8" CMU WALL �, 8" CMU WALL /� ., Ir CORNER BARS, SAME SIZE AS LARGER BAR � � *- 0'lY• > �Ij" l I FOUNDATION WITH LEG EACH W IN ql WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB •� TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS . -� •I MATCH AMOUNT OF CONTINUOUS BARS L' CURB FOR EXT. PORCH SLAB •',.• SEE SLAB SCHEDULE 4' BAR SIZE 46 BAR DIAL 4" CHAMFER (ISTORY) #3 18" < EXT. PORCH SLAB (-1 VARIES YYY SEE SLAB SCHEDULE TOP OF GARAGE q' CHAMFER (1STORY) It f '"q I . 'I" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �. ti ''\\\--YYY/// MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE 6" CHAMFER (2STORY) #4 24 ISOLATION a ' B" CHAMFER (2STORY) � . 0'-0' APPLICABLE) i #5 30' SEE.D, NT JOINT JOINT (WHERE APPLICABLE ) Tea 4. BEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i MR SI FOR W%D, BAR SIZE #6 36' z FOR w.D, BAR slzE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST F AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1EXTERIOR scALE 3a'=r-6 2 scALe,34'=1-a @ GARAGE 3 CORNEBARS DETAIL R DOOR OPENING 4 SCALE: 3/4"=1'-0' (1) #5 REBAR VERTICALLY W/ CONIC. POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL W/ 16d COMMON Q n NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT g #4 REBAR �24" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN SLAB 2x40R 2.6 WOOD BEARING PROVIDE BLOCKING >: z WALL W/ SYP No 2 STUDS SEE ` " O � I PLANS FOR SPACING. SINGLE I I w NEW REINF. BAR BTM. PLATE TO BE PT. 5 SECURED W/2-PART PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO ' 2" CAPPED u EPDXY. MIN. EMBED ( SLAB W/10d MASONRY GALVANIZED PIPE d 8, UNO NAIL 16" O/C STAGGERED. ,: 4• W/FLAN, BASE a Q FOLLOW ALL MANF. ADDITIONAL METAL N I• " CONC., REINF, W/ SPECIFICATIONS FOR z� CONNECTORSNOT M y "x6•' #10 V WM ON USE AND I REQUIRED WHEN NO 6-MIL POLY ETHYLENE i PREPARATION OF UPLIFT IS PRESENT. w w VAPOR BARRIER ON p a• 4^ HOLE. • ICI 1•-v WELL -COMPACTED SECURE FLANGE TO SLAB SCHEDULE s . • CLEAN FILL TERMITE SLAB W/(4) 1/4" X 2 1/4' k + - [SEE - TREATMENT SHALL BE � TAPCONS m. PO Q OF SLAB TOP ��.� . BORA-CARE ..a (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) —�—, —4 . 4 I(' •° f 6" CHAMFER (2-STORY) .�l 4 IRS (2) #5 REBAR ON CHARS e I_" • s 2,000 PSF VIRGIN SOIL OR 85% ea. EQ. SEE SCHEDULE 12"MIN. DEPTH INTO z COMPACTED SOIL FOR W.D, BAR SIZE VIRGIN OR ENGINEERED SOIL AND BAR QUANmY SLAB HEIGHT LESS THAN 3-6' pER p ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 SCALE:aa'=1'-a' (NO UPLIFT) FOOTING W/ BLOCK WALL 5 scALea�a'=1•-a' 6 BGALE:3/4'•=1'-0'• — 1A LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE E CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. m w ADDITIONAL METAL U_ J CONNECTORS NOT O wr REQUIRED WHEN NO UPLIFT IS PRESENT. POURED LINTEL CONT. (TVP.) 8" CMU WALL b f 8" CMU FILLEDCELL MR MR)4' OF SLAB TOP OF SLP.B SEE SLAB SCHEDULE 2X WALL ' - S• TOP OF SLAB . ee 1/2" CIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED D CELL, 4" FROM GROUTED CELL, 4" FROM ENDS AND EXT. PORCH SLAB 4 SEE SLAB SCHEDULE z e BAR SIZE 48 BAR DI a w 4 4 4" CHAMFER (iSTORY) h 4 W/ 1/2" ISOLATION #3 16, cSf, 8" CHAMFER (2-STORY • • O.G. 16"JOINT (WHERE #4 21V •� ' � APPLICABLE) i MATCH STEEL #5 30' 4 6" PVC CHASE REINFORCEMENT PER SCHEDULE 36 BEE BCHEWLE BUR SITE FOR W.DTCH THRU FOOTING #7 42' 8" P VC CHASE THRU FOOTING BAR � AND BAR QUANTITY MA STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR BAR UANTTE AND BARQUANRTY PVC CHASE PER SCHEDULE 9 SCA E 34'=1-0" UPLIFT) BLOCK WALL CONNECTION THRU FOOTING (NO 12 11 SCALE'. 314"=1'-0' Nk SCALE: 3/4"=1'-6' i 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W �iTf In M1111111 11 aMmiv. a LOT: ABBOTT PARK LOT #1 BLK #11 PllOJWT:p 4181.0 0-11113 MODEL' 4EHB "2605- HAYDEN" GAAAGE awixO: LEFT PAGE: DETAILS 60 MPHEX SEP DATE.. 08/31/21 8CALE: 1/4.7'-0" aisEE'r s1.1A DOWEL LEGEND VERTICAL DOWEL NOT TO O EXCEED 3' COVER FROY9 TOP OF BLAB FIRST FLOOR DOWEL PLAN SCALE: 114" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.mm AA 0: 0003325 W W C 6 4 Lk >stn3DIV. de Lo7cl ABBOTT PARK LOT #1 BLK #11 PROJECT# 0418 .000-11113 MODEIA 4EHB "2605-HAYDEN" GARAGE BWD90. LEFT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. s Dw' jM 08/31/21 ssCALE: 1/4"=1'-0" SHEET S1.2 r VERTICAL REBAR TO HORIZATIONAL REBAR W/10'HOOK [TIE GROUTED BONDBEAM TIE I VERTICAL REBAR VARIES PER ELEV. z .. a. e THORIZONTAL REBAR W/ 10" HOOK GROUTEDSON DBEAM C ' VARIES PER ELEV. f ° f a a� #5 BARS a am 1� 0 rY I. 10" HOOK o CLEAN OUT REQUIRED m ..-T� — •� --�•- ° . a�; a' —+-4• rc o FOR INSPECTION • • . I.I4 ' FIN. FLR. 0 O 11 .a .p a TIE ERTICALREBAR a. 2 • . TO HORIZONTAL REBAR W/10'HOOK —i •-- BAR SIZE 48 BAR DIA �!- #3 181, #4 24" ` A MU UNIT RE NOMINALS DIMENSIONS OFFSET METHOD HORIZONTAUVERTICAL CONTINUOUS BAR SIZE 48BAR DIA #3 18" METHOD #4 24" #5 30" #5 30" #e 38" #7 47' HORIZONTAUVERTICAL Q m MASONRY SYMBOLS 'K 3 SCALE:314"=1'-a' 1 REINFORCING 2 BQREaN FORCING #e 4Y' SCALE 34"=1'0 NEW REINF. BAR n BECURED W/2-PART J g S EPDXY. MIN. EMBED I 6", UNO a o FOLLOW ALL MANF. SPECIFICATIONS FOR I m USE AND PREPARATION OF HOLE. mJ14 STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE, 3/4"=1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.wm AA #: 0003325 W C O sUDDlV. do LOT ABBOTT PARK LOT #1 BLK #11 PROJWT 4181.000-111 3 MODEL: 4EHB "2605— HAYDEN" 0w1RwOE sVRNO: LEFT PAGE: DETAILS %60 MPH EXP. SEP PPANT DATIM 08/31/21 8CALE: 1/4"=1'-0" sma= S2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P81336, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CESCRRIIPTKM REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / TOR = 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 (PI) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (i)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" i N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.wm AA #: 0003325 0 S w O S OtIMDlV. & LOT: ABBOTT PARK LOT #1 BLK #11 PROJECT* 04181.000-1 113 MODEL1 4EHB "2605- HAYDEN" GA1tAGE SMNO: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. SE ROLAW A ABIMCNACM L AR NO 93723 DATTIL. 08/31/21 scALE: 1/4"=1'-0" dPIEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK 3d'TYPKAL #5 BAR I N 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: 314"=1'-0' J �OSJOf PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. N �Q NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'k8" 61 115 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING[ HEIGHT 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUSAROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. FM6' S. SHOULD THE DOUBLE BOND BEAM COINCIDE W9TH A LINTEL THE BOTTOM BOND BEAM ! ". COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 TOP OF THE LINTEL. e 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN W DEEP. ' F =FILLED Wl GROUT U =UNFILLED NOW WIDTH # OF #5'S, IN 2ND BOND BEAM COURSE �N 16-1 T/1 / B ? NOMINAL HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iMAB INDICATES A DOUBLE BOND BEAM #OF #F., BOTTOM AND XFXX. 1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •314 d WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE 11/2'=1'-011/2'=1'-0 SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF.OF OF ELEVATION BOND.BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4„=1'-0" Bxi6 DBL. BONG TOP F BEAM W/(1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP F W/(1)#5 BAR '.'y�; BOND BEAM GROUT SOLID FROM TO LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) 105 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS T p OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1 EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT 11/4")a FROM EACH END AND 16" O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE, 145 MIN HEAD SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" EMBEDMENT MIN. 2-12d PER BLK. EA. END OSB SHEATHING WALL RCHWAY FRAMING DETAILS WOODINCIIOM FNMM 8PM04 d. =2" MIN, 2 }" MAX s, = 2 t' MIN, 9" MAX �� s, =1 ?' MIN, 2 �' MAX en = }' MIN, 2 ?'MAX d. -2" MIN, 2 a' MAX s.=2}"MIN, 9"MAX Rlw s, =1 �' MIN, 2 ?'MAX' e = }' MIN, 2 ?'MAX d. =7' MIN, 2 3" MAX s =2t MIN, 9"MAX mm s, =1 ?'MIN, 2 �' MAX = a' MIN, 2 �' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROM OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROWS OF FASTENERS ea =EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. ii N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.wm AA #: 0003325 a � � O p '• SVI3DIV. 'k IA7 ABBOTT PARK LOT #1 BLK #11 PROJIUCT� 4181, 000-11113 MODZiI.1 4EHB "2605- HAYDEN" GARAOR STIENO: LEFT PAGE: DETAILS 60 MPH EXP. AR DATM 08/31/21 SCALE: 1/4"=1'-0" BlfEIOT 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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 S 181 1TA1B 1T/08 1TI06 tt/08 TYPE LENGTH 818 PLAIN 81B SOLID TYPE LENGTH 81&lT 6r16_tT matt VA -IT 6@e iT BWAT en-te 6.1T/1 1Tr1 1T17 1Tn 1T/1B 8/&2T 8116.2T V204T 6/24.2T 6128-2T &W-2T 7-0' PRECAST 1438 952 3114 4217 5321 6426 7531 3'-0' PRECAST 8" 1024 ' 38" PRECAST 1580 3524 4304 5203 6132 7001 2486 8113 8985 7708 9031 10000 tees 3624 4994 6283 8132 7001 4'-0' PRECAST 1065 700 2305 M25 3945 4766 607 4'-T PRECAST 514 763 4'-0" PRECAST 1363 sm 3816 4570 6325 W79 1951 e113 7192 am 7627 8761 1363 3080 3B16 4670 6325 8079 V-6- PRECAST 819 533 1 1770 2400 1 3033 3688 I 43W 4'4" PRECAST $98 591 4'-8" PRECAST 1207 2502 3375 4043 4711 6379 1625 6743 7547 0752 6641 7555 12DT 2707 3375 4043 4711 6379 5'�' PRECAST 931 1247 low 2560 M23 3686 42W 4" PRECAST 411 411 5' 4" PRECAST 1018 low 2374 2944 3613 4064 1319 4400 T196 7342 67e0 am5' 1D1e 22TO 28M 3300 3061 4064 5'-10• PRECAST 817 1024 1631 2090 250 30M 3470 5'-10' PRECAST 340 339 5-10" PRECAST we 14M 1971 2443 M15 3387 1181 3N8 5877 OM6548 5776 m 2080 2693 3107 3620 4133 8'-8" PRECAST 692 1139 3227 3031 3707 4383 Mal 8'-8' PRECAST 410 721 8'$" PRECAST 636 1201 167e 1955 2s32 2709 11E 3227 459E M54 WOOD g� M 1868 2329 2790 3251 3712 T-8" PRECAST 570 9N 2498 22DB 2696 3191 3885 7'-0" PRECAST 303 534 T-0" PRECAST 718 goo 1181 1482 1743 2025 986 2408 3406 4864 7067 6472 727 1624 2025 2428 2827 =8 W-4" PRECAST 428 ass 1503 22D4 2461 2019 2821 9'4' PRECAST 192 384 9'-4" PRECAST 454 688 767 948 1120 tslo 039 1674 22M 3081 4099 4M 572 isle 1643 lose 2164 2519 10'8' PRECAST 388 487 1247 1707 1904 21D 2028 10'-8" PRECAST 151 301 10'-8" PRECAST 356 468 612 755 899 1042 GOO 1407 1097 2781 3222 3784 804 11eo u72 1783 1710 lase 11'r4' PRECAST 330 644 1312 1742 2252 2968 3690 11'�" PRECAST 132 417 11' 4" PRECAST 430 406 630 853 777 $72 644 1812 1742 2262 2888 3562 468 1042 1972 1e49 1470 1710 12'-0' PRECAST 308 607 1210 1698 2048 25M 3191 12-0' PRECAST 111 370 12'-0' PRECAST 383 3" 476 607 an703 607 1210 1528 2048 2688 3171 440 940 1300 1680 1814 1478 13'�' PRECAST 270 433 1045 1365 1732 2167 2636 13' 4' PRECAST 82 298 13'j' PRECAST 308 3D3 303 484 575 646 414 1046 1386 1732 231E 2805 3p8 780 1057 1312 1071 1203 14'-0" PRECAST 254 366 978 1272 1608 1998 2279 14'4" PRECAST 71 293 14'-0" PRECAST 279 278 380 443 we 609 300 1 978 1272 IBM 1960 2989 376 717 eat 1192 975 1133 14'$' PRESTRESSED N.R NR NR NR NR NR NR 14'-8" PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 608 on 740 855 45B 1079 1429 1824 22TT 2712 246 an 9B0 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 15'-4• PRESTRESSED N.R. 252 15'rL' PRESTRESSED 224 307 464 574 684 793 412 1014 1340 1703 2118 2513 230 Ws 900 1134 1353 1572 17'-4" PRESTRESSED N.R NR NR NR NR NR NR 1T-4• PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 328 365 451 UT B80 300 Ee 1121 1413 1789 2D47 192 506 720 501 1135 1312 19'�' PRESTRESSED N.R.19' NR NR NR NR NR NR 4' PRESTRESSED N.R. 148 19' 4" PRESTRESSED 102 260 346 430 513 595 235 73B 959 12DO 1467 1716 le6 420 623 eat 950 1006 21'-4' PRESTRESSED NR. NR NR NR NR NR NR 21' 4' PRESTRESSED N.R. 125 21'�' PRESTRESSED 142 219 306 381 464 627 180 598 833 1036 1168 1468 142 373 637 NO Ws 043 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 118 22'-0• PRESTRESSED IV21e 2W 350 428 497 105 550 704 002 1203 1381 137 356 513 so 779 900 24'-0" PRESTRESSED N.R.129 NR NR NR NR NR NR PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 380 418 460 654 824 1014 1147 124 319 465 set 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCT'S 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: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.mm AA #: 0003325 8 o a1;raD><v &LOT: ABBOTT PARK LOT #1 BLK #11 P1tOJECT/p 418 .000-11113 MOD=* 4EHB "2605— HAYDEN" GARAGE BWDiG: LEFT PAGE: SAFE LOAD TABLES 60 MPH E DAM 08/31/ 11 SICALE: 1/4-7-0" onsum s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x i 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. UNTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOASTEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 3 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Y"x5 Y') SYP. HTT4 W/5/B" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r---------1 FIRE 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS , Tu ELEV. VIEW PRE-ENG. FLR. JOISTS �) 3/4" PLYWOOD! DRAFTSTOP PRE-ENG. FLR. JOISTS I 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS n It II II II II II II II II II I, II ii II II II II II II I II II II II II II II II II II II II u II II II II I II II II II II II II II it II II n n u n II II II n II II II II II II II J9 I II J211 IL II IF n u n u II II II II II II II II II J3 II u u n u II II II II II II II �I II II I' II II n n u u u u u n n u u u I II I I I I I II II II 2nX4 WOIGD WALLWW II II ii� II II II II 0.2 STUDS 0 12" O.D. II II II II II II II IIII II 2x4 " " WALLW II II II II II " " " " I II II \ t BMt TO CMU WALL W/ SIMPSON LOUM4MDS W/ (4)ix 4 TITENHID ANCHORS AND n n n u n 11 U SYP. NO.2 /' (4)Nf' x2)SD88CREWSTOBAAI i n n STUDSn u u II II II II II 12" O.C. 2X6WOOD WALL W/DBL. . J STUD UNDER II EACH JOIST it II 4 i'�===_ m J4 m r- -� D It 1 4 DBLSTUD I I II „ II II 1 t II I� I II WALLWfOBL O T ,i PROVIDE STOPPING a STUD UNDER S AS TO THIS TRUSS LIMITAREA TO,000 S.F. EACH JOIST IIALONG ,t----- I PER FBCR 302.12 ---- II .. II II II II II �d II II II II II '�- J7 II II II �I u u u u u n n u u _ - PREf�.D R.00R _-_-__� ---- II II II II II II II II II II JowDD.C__ II 11 II II II II II ; \II II 11 �11 II it II II II it II ii II � - II II II II I II I (��I II /h, II II II II II II II II II II II 1A �II u u n III II it 11 11 u II MEG N 't N 1 J41E ---------- - N q p N N II CAE FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 44 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeaigngroBP.eom AA #: 0003325 d q C [ � �jA I I I I itnODIV. de LOT: ABBOTT PARK LOT #1 BLK #11 PROJECTIII 04181.000-1 11 MODEL: 4EHB "2605- HAYDEN" OAP—*GIC att EWE: LEFT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH EXP. EP �� AAR NO Y:iABO CRA l PPANT DAM. 08/31/21 SCALE: 1/4"=1'-0" BHEET S3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 z' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 ' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 j' NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2. SECURED W/ (3)16d GALV. COMMON NAILS. ix2 SECURED W/ 10d GALV. COMMON NAILS 17'O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27'X 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 @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 USE, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L.1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 a 1 b 1 c TYPICAL TRUSS/ SCALE GIRDER CONNECTOR(S) SMES MA01®tem THIC OM 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/8•' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE W/ (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET SlAA FOR NAIL SIZE AND PATTERN 4 I -JOIST CONNECTION @ L.B.W. scALE:aa"=r-tl' (NO UPLIFT) ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 ?'NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' NOTE. A PT SYP #2 Z' x 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 GIRDER TIEDOWN REQUIREMENTS. �AH1)SIMPSO" D GIRDERD(12) EN TO WITH (4) g1" x 5" TITEN HD TO CMU AND (12) SDS TITEN J' x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) j' x 5" TITEN HD TO CMU AND (18) SDS J' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL L ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED Wl (2) �' x 5'•TITEN HD TO CMU AND (18) BIDS "x 3" GALV. COMMON NAILS. lx2 SECURED W/10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BE' ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE' 34"=1' GIRDER CONNECTOR(S) BIM BM7�RBLOCK. 7lC 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. @ EACH END TOTAL OF 10 LVUI-JOIST WITH BACKER BLOCK H14 W/ 5/8" A.B. WITH .IN. 7" EMBEDMENT TO SLAB & (18) 16d x 2-1 /2" NAILS TO POST. , POST TO SIT DIRECTLY ON SLAB 4; LVL/WOOD POST CONNECTIONS 5 6-O' MAX lWllX4) OR ,o.M MAX(WQX4) 2: MAX, OR 2x4 BTM, CHORD BRACING 10'-0•' O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. �1 BTM. CHORD BRACING 0 SCALE: 3/4"=1'-tl' PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2'• COVER & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE:34"=1'0' 1.4 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 W/ 24" MAX W/fAX. END OF SHEATHINGt ST (JOISTPACING SEE FRAMING PLANP TYP.END OF LEDGER BOARD (2) 2X12 SYP P.T. .OLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER &5lf2' WITH IJOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST 24" MAX. W/ 24" MAX. W/ 8" MAX. END FR SHEATHING JOIST IJOIST SPACING SEE FRAMING PLAN TYP. TYP. END OF W E LEDGER NOTCH DEPTH 1/4'D • • BOARD d HOLE EDGE 2X8 SVP P.T. 1/4"X6" TAPCON HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED <2/5-D SGL. STUD BE USED PARALLEL TYPICAL OUTER 1130E TO I -JOIST SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS $ scALE: i yr=r-tl' -E EDGE>5/8" A- SIMPSON IUSI.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS Wl (2) 3/4"' WEDGE-BOLT/J-BOLT, 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) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) lftd-10 GALV. NAILS TO JOIST FL#17241 HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" < 3/5'D DEL. STUD MIN. EMBED (i6) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d 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 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 314'=I'IT (2) 2X12 SYP. P.T. FRONT LEDGER �L� �� a� 1 .: mF �� . m f REAR LEDGER (2)2X8 SYP. P.T. FRONT d}.�' LEDGER �. d m w i .: mE Y REAR LEDGER c 1. ENSURE THAT EXP. BOLTS/J-BOLTSfTITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". 3, ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE MN.Ep00BiTANOE CENT &AACBIO A DOUBLE SVP 2xe 1/4•' 8" 24" O/C MAX B DOUBLE SYP 202 (2) 3/4" 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. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SWOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "W BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 37'OC MAX SECURE GABLE TO 2X8 P.T. PLATE W/12d%8" O.C. MAX CONT. 2.4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BCALE:34"=,-6 (D 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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES, 11 ALTERNATE MATERIALS _ SCALE: 3/4"=1'-0" .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 W Ww.abdesigngroup.com AA #: 0003325 _ J q b o w 4 I UBDM de L40T: ABBOTT PARK LOT #1 BLK #11 PIROJECT# 04181.000-11113 MODZI. 4EHB "2605— HAYDEN" OARAGZ BIKING: LEFT PACE: DETAILS (I —JOIST) 60 MPH EXP. SIMPSON H6 W/ (6)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING Va SIMPSONSPH4/SPH6BTM. I -JOIST LVL PLATE STRAPS W/ 10d x 1 112" HDG 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 SHOWN DEL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL - REINF. PER PLAN i1; J� X 6" TAPCONS :'r PER VA ION .•.,IJOIST (SEE FRAMING PLAN) N Q PER ELEVATION Ah 2x4 P.T. CEILING 7'.' 24' MAX. NAILER W/ MASONRY NAILS 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE: 3/4"=l'-0' #8 WOOD SCREWS x 2" LONG a 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL >; _ 314" AS SHOWN REINF. PER PLAN r PER L ATION z 1-101ST (SEE n m y_ FRAMING PLAN) PER EVATION r (2) 2x4 P.T. W/ DR] 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12" O.C. iX2 FIRE-STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE 3/4"=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 o O D"O.C. SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (PRE-ENG'D NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 10 HIGH W/ l/2" DIA. ANCHOR BOLT W/2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 44/06 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 8" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. 8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE T02x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA STRAP 2.4 OR 24 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o SIMPSON SPH4 OR SPH6 BTM ill" GYP. WL. 8D, O' AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2.4 SECURED W/ (2) l0d's @ EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ 2' 10d x3' WASHER SET IN HIGH STRENGTH TRUSS/NVOOD POST CONNECTIONS TRUSS TO BE INSTALLED®10'-0"OC, MAX. EPDXY 5-1/2" EMBED. MIN. @ 16' 1()a 10b 10c OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °• $ TRUSS TO POST CX*tr.CTM SCALE 3 4"=1'-0" • a• _ A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"' A.T.R. TO HDU4 AND (10) 1/4" X212" SDS TO POST TRUSS CONNECTION @ L.B.W. WTO BW CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXR BOLT SI MPSON ABU46Z POST BASE <U:2,300 G:10.335 W/5/8 DIA x6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4.565 W/ 5/8' AB. WITH MIN. 7' EMBEDMENT TO SLAB 6 (26) 16d x 2-1/T' NAILS TO POST, 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 J = a Qy V 0 0 alulwiv. aLoT ABBOTT PARK LOT #1 BLK #11 PltOJScT* 04181.000-11113 MODEL: 4EHB "2605-HAYDEN" OARAOE eVIING: LEFT PAGE: DETAILS (I -JOIST) 60 MPH EXP, Cj E P, PJNT DA IM 08/31/21 scALE: 1/4"=1'-0" sHmw s3.1B yy1�1 VTCR SPACING (1) AT EACH END VTCR AND 6-0" O.C. MAX. \ yy�il�l 11111111� \ 11y�ti� \ \ \ \ of I OI Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION i SCALE: N.T 5. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h o �° a l7 7YSS � m a ley � a BU33DIV. ec LOT: ABBOTT PARK LOT #1 BLK #11 PROJECT# 0418 .000-11113 UODEL: 4EHB "2605— HAYDEN" GARAGE 3KiNO: LEFT PAGE: DETAILS 60 MPH EXP. SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 rt lu�f G ei c O ass aUNDIV. Be LOT ABBOTT PARK LOT #1 BLK #11 PROMWT# 04181.000-11113 MODELa 4EHB "2605-HAYDEN" GAItAGZ BWXNQ: LEFT PAGE: SECOND FLOOR DECK PLAN 60 MPH EXP. f �_; DwNT mmoN VE /21 aCALE: 1/4"=1'-0" ME= s 4 SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN:407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y C a o atr>saly ee LGT: ABBOTT PARK LOT #1 BLK #11 PlEOJWT# 4181.000-11 13 MODEL: 4EHB "2605-HAYDEN" GARAGE DVFDCG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. S E F DATE:E: NT 08/31/21 SCALE: 1/4"=l'-0" SllEET S4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 10 HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ I Od x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK IPmON REMARK O (2) 2X8 BEAM SCHEDULE RUMM 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 (Psl SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 ex8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 8F8-1T/OM/OB U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 8F8-iT/OMNB y �.---------�J 1 arn-11/UNVutl ara•71/UMNtl ara-11/UM/utl ------------ L------------------------ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.sbdmIgngmup.wm AA k: 0003325 Y K � b O ow SUNDIV. at LOT: ABBOTT PARK LOT #1 BLK #11 P1MOJIDCT* 04181.00 -11113 ItoDELt 4EHB "2605-HAYDEN" owli<wwoa e'WnNd: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH EXP. rRmT Dw Ou /21 WCALM 1/4-=1'-0" BIER= S5 "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 SAFEEL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BU8 BB-0B 16.1T tr tTM 1TM8 tTIOB TYPE LENGTH 8/8 PLAIN SIB SOLID TYPE LENGTH 01B-1T en8.1T Br1a1T 8R4-1T BI26.1T 8f32-IT WID 161Tn 1rn trn tree 1THB 8/b2T Bne2r 672orr ena2T 872&2T 8/922T 3' 6' PRECAST 1436 652 3114 4217 5321 6420 7531 8' PRECAST 889 1024 3' 8" PRECAST 1500 3524 4304 5263 6132 mm 24M 6113 sm 7706 9031 loom3' 1500 3124 4394 5283 6132 70D1 4'-W PRECAST 1065 700 2806 3125 3946 4766 5667 4' ' PRECAST 514 763 C-0" PRECAST 1303 3050 3815 4570 5325 8079 1981 8113 7192 6624 7627 6751 1363 3000 3815 4570 5325 8079 4'4• PRECAST 819 633 1770 2400 3033 30M 4300 4'-W PRECAST 398 591 V4r PRECAST 1207 2682 3375 4043 4711 6379 1626 5743 7547 6762 W41 75" 1207 2707 3376 4043 4711 53M 5'4' PRECAST 931 1247 1999 2560 3123 3686 4249 PRECAST 411 411 5 4" PRECAST 1016 low2374 29" 3513 4064 1319 4480 7196 7342 sm am5�' tots 2276 28M 3300 3961 4084 5-10' PRECAST 817 1024 1631 2090 2649 3009 3470 PRECAST 340 339 5'-10' PRECAST ow14N 1971 2443 2015 3387 1161 3893 5877 am am Me5'-10' 920 2M 2503 3107 36M 4133 8'-0' PRECAST 892 1139 3227 3031 3707 4363 s061 8' 8' PRECAST 410 721 8'-0" PRECAST 836 1201 1578 1955 2332 2700 1139 32V 4598 7054 10000 88ZS 835 188B 2329 2780 3251 3712 T-8" PRECAST 670 93e 2498 2206 2698 3191 3085 7'-8" PRECAST 303 534 T-8" PRECAST 716 900 1181 1462 1743 2025 ON 2498 9408 4964 7067 0472 727 1624 2025 2428 2827 3228 9'-4" PRECAST 428 633 1693 22D4 2481 2018 2821 9'-0' PRECAST 192 384 9'-4" PRECAST 454 s88 767 946 1120 1310 899 1674 2298 3081 4000 4800 572 1318 1643 19BB 2164 2519 10'8' PRECAST 388 487 1247 1787 1904 2183 2028 10'8' PRECAST 151 301 10'-8" PRECAST 366 4B8 812 766 899 1042 660 1407 1807 2781 3222 3784 504 1180 1472 1703 1710 1960 11'�' PRECAST 330 644 1312 1742 2252 290 3030 11'4" PRECAST 132 417 11'�' PRECAST 430 406 530 $63 777 $72 644 1312 - 1742 2262 2888 3662 488 1042 19M 1843 1470 1710 12'-0' PRECAST 308 607 1210 INS 2048 206 3191 12-0" PRECAST 111 370 12'-0' PRECAST 383 3" 478 667 698 783 507 1210 1686 2048 2686 3171 440 9/0 1300 1660 1314 1476 13'r4" PRECAST 270 433 1045 t366 1732 2167 26% 13'-' PRECAST 82 298 IT-C PRECAST 308 303 303 484 575 645 414 1046 1385 1732 2316 2W6 306 m 1057 1312 1071 12D3 14'-0' PRECAST 254 3B8 978 1272 low198E 2270 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 626 609 Bo 978 1272 1808 logo 29N 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R.456 NR NR NR NR NR NR PRESTRESSED PRESTRESSED N.R. 283 14'-8' PRESTRESSED 422 s06 826 746 855 1079 1420 1824 2277 2712 248 683 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 18-4" PRESTRESSED N.R. 252 15'41 PRESTRESSED 224 387 464 s74 604 793 412 1014 1340 1703 2118 2513 230 016 on 1134 1353 1572 17'-0" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4• PRESTRESSED N.R. 183 1T-4" PRESTRESSED 187 328 Us 451 597 ON 300 866 1121 1413 1739 2D47 192 s08 720 501 1135 1312 19'-0' PRESTRESSED N.R. NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 288 346 430 513 595 235 736 959 12DO 1467 1716 166 429 an 803 950 1088 21'�' PRESTRESSED N.R.21'4' NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 361 454 527 180 sm833 1098 1168 1488 142 373 637 890 818 948 2T-0' PRESTRESSED N.R. NR NR NR NR NR NR 2Z-0" PRESTRESSED N.R. 118 22'-01 PRESTRESSED 137 226 29D 369 428 497 165 660 784 992 1203 1361 137 30 513 669 779 900 24'-0' PRESTRESSED N.R NR NR NR NR NR NR �� PRESTRESSED N.R 91 24'-0' PRESTRESSED 124 174 245 302 380 418 129 460 664 8 A 1014 1147 124 310 455 681 087 723 - ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 8 m g C BvaDIv. at LOT: ABBOTT PARK LOT #1 BLK #11 P190JECT# 4181.000-1111 MoDzu 4EHB "2605— HAYDEN" GARAGE BWDFG: LEFT PAGE: SAFE LOAD TABLES 60 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10d x 1 11T HOG NAILS. CONCRETE TO WOOD FLOOR: S IMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO NgOD: SIMPSON HIGA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2xS BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYMOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 X"x5 X") SYR HTT4 W/5/B" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT CJ1 li n II II CJ1 CJ3 e x x x x x n uu n n n n n n n n CJ3 0 C ®. I A A II II II II II II II n �� y�A n x x n n n u u n n u CJS 1C A8G 1C A7 —_ IAS --_ I --- 6 — --- 1----- ---- I —=�A4 IA3 I I 1 I I 0Im PRE -FABRICATED F DOFF p TRUSSES @ 24 O.C. O_ to es=s ==c s RIDGE sssse= __ so=ems 2 2"X3T — "q I I ATTIC I I I I 00 N Ste' ILL - - 3z -- as =__ - - - - - - - - ----- -- 10 r7 U 1C A9G 1C CJ5 82G ` II II II II II II CJ3 'A CJS =_ �Q x x li x x y'A CJSA II'w IIw w II II II �� II CJt Nil;„ N„ „ gep N i� CJ3 = x N II " II CJSA s II II II i �S fl EJ7 (I y� U O J 'S✓j IN I CJ1 I CJ1 1A I I I 9- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J UU ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-774-4078 ww W.abdeslgngroup.com AA #: 0003325 �x J n C O 9 sunDIV. ae IAT: ABBOTT PARK LOT #1 BLK #11 PltOJMCT#T 04181.00 —1111 IHODMI. 4EHB "2605— HAYDEN" GARAGE BVWGI LEFT PAGE: ROOF FRAMING PLAN AND NOTES 60 MPH EXP. 0 DATT 08/31/21 sMUX: 1/4"=1'-0" Will= s6 GABLE - END RM EDP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (78.50) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (88.60) ZONE 3r = 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40f2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS H 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WIN 4' OF GABLE END, ROOF/ WALL] FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RING SHANK 21/2' 0.131 F1667 170,000 RING (16-20 RINGS RSRS-03 8tl RING SHANK, 2 3/e" 0.113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILSAT4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACIEARENT SPACM ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r IOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3%, 3, 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE; ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 WRING SHANK GUN NALS 04'OC. fTOP a-CMEDGES za z ag �o i B O U Z co m � . w" TYP. EXT. SHEATHING ATTACHMENT KAI I tK UK I KUJ ROOF SHEATHING Z o p m U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"0. C. IF NO DROPPED GABLE END, ATTACH 2x4#2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE 10d RINGSHANKGUNNAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELDS PAGING \ C#8 2" DECK SCREWS C T-a" O.C. MAX EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T8G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN COW UNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 4021602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SMALL BE 314'. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATH ER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUIBSONGROUND WHERE INDICATED ON CRIPPLERS, SI LLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTE R.Fb= 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REDUI RED. WOOD FOR NON-STRUCTURAL USES FORM -WORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CONTAINS MORE THAN %' OF HEARTWOOD, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUICTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP MR WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0.00, EACH WAY. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WTHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615AB15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N 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 HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 sf P 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 psf TOP CHORD non -concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf STY CHORD non-cumnt #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' X 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 18 p#f TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf STY CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST W ND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NOS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED 3-SECOND GUSTOSURE RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING 020) EXPOSURE C, RISK CATEGORY IU (ASCE 7-16 (FBA R2020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT FIXED STAIRS, 30psf, STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50pe1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY" PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEW REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, E, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7AS COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WTHOUT RENEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE THERWIN-WALL ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH T WITHOUT' THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM G476, AND SHALL PROVIOE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION- FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREATALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TE V?ACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM MEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SFALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) R FOR CONCRETE EXPOSED TO EARTH MIQRORWEATHER IAA FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLAW, WALLS AND JOISTS1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)„ U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, FY = 36 kei FOR ANGLES, PLATES, AND V SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksL. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 ksi. 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 F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED I N ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER SIZE IRE S_NG REMARKS ARPLIGTION sim TYPE REMARKS MASONRIICONC. CASE HARDENED--. NAL 1112'LOW S CF ARIGE DOOR &I(}( GTOMASJNRY IOU A ASTER 23"T=NRY PFASTFA43E SO.0 I11]"EMBED., IENDRST., 2"EDGE OUST SGD. AL. FXT DOORS CABEHAIUENED-1. O/O WINDOW/WORT FASTENED GARAGEWDRSKK 39 DIA OR 1S'O•C ISIS DWI "FMiBm�"FIJDgST., PT, SEENOEe -ONG. GGERED INTO MASOw WING. NRYIWNO. ETTALLSTRAPTD 1. DIA wI WASHER E-N-SOLT A"O.C(IITTDIN EDIST. WARWWEW« CASE ARDENEDCOII L"ac wINW.wWDRIFA ' CONTACT THIS ENGINEER FOR SPACING I.PTSEENOTE6 -LONG AGGF2RED I-MARGNEHIDD. MAIIONRYIc REQUIREMENTS EXT. SWING GOOR BUCK Z. PT, SEE- N3O)3ft S"IX4 ASTER "TAPWN' 19 CC I ll3. EMBED SEND. DIST.I1 IR"EDGE-. NO-0 IXJ .SLAB SO 1M' EXPANN ?A,.� AIWASHER 9EWEgST. 2.PTWINOJW BUGIt BGEA <"END. DUST.,tt? PT TO STEEL WL., 9EE .NOTES EDGEDST 11. 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 SPECSAND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. iX MEMBERS ARE NAILED AND 2X MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 J 2 $ A, µR b COL SUODM & LIT: ABBOTT PARK LOT #1 BLK #11 P1toJmCT# 04181.000-11113 moDmL: 4EHB "2605- HAYDEN" GARAGE BVMCQ: LEFT PAGE: DETAILS 60 MPH EXP. A Dw�TZ.. 08/31/21 scALm: 1/4"=1'-0" sprE P S.1V 1 It © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MA) O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FAS( n=A I I A rn-j%..:r% 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) SCIA WOOD ARD BY OTHERS 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL FIT O HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO EL 3D WOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 .rSTAPLESINSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. -CHANNEL(2) J' MAX.--c4Io- DETAIL D (DSTAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT--' 3O J-CHANNEL-/ 11CTA 11 C J-Gfl!'11VIVGL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. WOOD BATTEN L CHANNEL 30 DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED THRU SOFFIT AND J-C HAN N EL AT NAI L HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT :;��__ NSTALLATION SCREW, Q J-CHANNEL- BATTEN ATTCHMENT ®„ FASTENER SPACED 24"j_T gO MAX O.C. / STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO -) WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR SPAN 'L' SPAN 'L EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) CONCRETE; OFFIT CMU OR WOOD SOFFIT SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSSSECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, BATTEN EN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 13.519 •:::?;ieiiii=+:::. 375 .375 .4 3.625 3.625 5 i .03 cf 12 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wesigngro up.com nZ: 0003325 a 113 aUDDIV. As LOT. ABBOTT PARK LOT #1 BLK #11 PROJECT# 04181.000-11113 HGDEL: 4EHB "2605-HAYDEN" GARAGE aMWO: LEFT PAGE: SOFFIT DETAILS 60 MPH EXP. DA 08/31/21 BCALE: 1/4'=1'-O" SHEET SDI. qhh� M r