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HomeMy WebLinkAbout38335 Sonnet Landing Avei- Nr r 99260 5 04EHB -HAYDEN 99 g'y I �F,o6 `dP I HOMES 12602 TELECOM [DRIVE, !6a djT/g � �iJ TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .PyL�OMMMG p�gNTIA4 ABV. ABOVE LAV, LAVATORY DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 \Mg, H �/g1DA ! EDMON ( -ALL 1IOM AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - -2-STORY RESIDENCE -MAX. HEIGHT AS PER IACAL A/C ADJ. NT HAD CL CAB. CLG. CLR CONC. CPT C.T.DRICTaE D. D AIR CONDITIONING LUM. ADJUSTALTERNABLE � QE nNIT,ffN BOARD CENTERLINE MTD. CABINET MIT. CEILING N.T.S. CLEAR O.c. CONCRETE PL CARPET P.B. PH. DRYER PLY. DOABLE PLYWD. LUMINOUS ME�D�INAECT� T MEhffTALLTTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD OgRSm 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 01115/I6 BID SET ISSUED PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG ASH -FRONT &REAR ELEVATIONS "H" PG A4H-LEFT &RIGHT ELEVATIONS "H" 02A3g8 ADDED ELEV. 'J' 4 'K' WITH SIDING PER MARK Soma 02,70116 BID SET RE -ISSUED 04AII18 FOOTING REVISIONS PER M. MOMS I-JOISTS INCORPORATE 0 INTO MASTER PLAN 0i!l6A8 CONSTRUCTION DOCIi'tENTS RE -ISSUED 0g/IV68 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARp DETAIL 01/2i/19 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI]A AND STATE CODES O, DDL4, IA DUAL GLAZED PR m Pa DIAMETER P.T. PRESSURE TREATED PG El —FIRST FLOOR ELECTRICAL PLAN DIM, DISP. DP DR D.S. DTI. D.W. EA. ELEV. EQ. Exx. EXT. F.G. FX, F.G. FIN. FLR FLUOR, FR. DR. FIG, GA. GAR DISP. Q.F.I. GL. GYP. BD H.B. H.C. HDR, DMENSION R. DISPOSAL RAD. DEEP RA.Q. DOOR REP. DOWNSPOUT RM. DETAIL R,o DISHWASHER S.C. EACH S.D. ELEVATION sx EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHwR. FIXED GLASS Sim FUEL GAS SL. FINISH SL.OL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.OP INTERRUPTER T.O.S. GLASS T.O. GYPSUM BOARD UN.O. HOSE BIB HOLLOW CORE V.P. HEADER W. RISER RADIUS RETURN Am GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKEDETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OPSI.AH TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—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 WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 02R6/1% PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. RONALD8AO LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 Cr ��/. �S Q CtfLti. 03/2" REVISED LINTEL SIZE AT FRONT ENTRY DOOR 04/1i/19 UPDATED LEDGER BOLT SIZE 4 SPACWj 15T PLR. LIVING 1,104 SG. FT. 2Nri FLR LIVINCs I,50I SQ. FT. TOTAL LIVING 2,605 86L FT. GARAGE 431 SG. Ft PORCH ELEVATION'H' III $G. FT. TOTAL ELEVATION'H' 3,153 60. FT. PATIO 8(d SQ. FT. OiASM REVISED I -JOIST LAYOUT 0 41AI ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BOWS 0T/13/M ADDED STONE OPTION TO ELEVATIONS 'G','H','J' 4 K' OBA3119 LEDGER BOLT SPACING REVISED 10/25/15 ADDED OPTS'-0' CEILING HEIGHTS 01/01/20 REPLACE USP CONNECTORS WITH SIMPSCN CONNECTORS 03/MO REVISED DETAIL ON SHEET D2 OPT. 8'-0' CLG. HST. 05RIA0 WISED STAIRCASE AND STAIR SECTION DETAIL 01/01/21 2020 FBC UPDATE 03/03a1 ADDED SOFFIT DETAILS STRUCTURAL SHEET # DESCRIPTION 03/05/21 ADD FLAT HEADER • T-W A". (V -0' CLG ONLY) PG Si —FOUNDATION PLAN PG S1.IA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER xGT.ORHT INSUL. HEIGHT wi INSULATION WD. WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WOW. /H W.I. WINDOW WATER T[RTER ON wxouGHTmox PG S1.2A—DETAILS PG S2-FIRST LIFT BE PLAN AND NOTES PG S2.IA—DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD T LES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3—FIRST FLOOR FRA PG S3.IA—DETAILS PG S3.113—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C—DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S4—SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S5—SECOND LIFT BEAM PLAN AND NOTES PG S5.IA—SAFE LOAD TABLES MANNER. AB DESIGN GROUP TAKES NO PG 36—ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNI—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SDI —SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. U N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 C, y O Q i a $USIDIV. & LOT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODET_ 4EHB "2605-HAYDEN GARAGE SAYING: LEFT PAGE: COVER SHEET 60 YXII E mm PRINT 06 14 21 ,14 DATE: / / SCALE: 1/4"=l'-O" SHEET c1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN B" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: 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 -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TP11-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 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/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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 %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 114" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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) IS N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA #: 0003325 F 0 o m a 0 a ABBOTT 74 PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL. 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: GENERAL NOTES 60 H E . DATE: 08/14/21 SCALE: 1/4"=1'-O" SHEET GN ClArO 'ANDCLADOIp11ML0A08 BARD NID EIVOM FOR 81=13D OM as" all ppE MWHWDMO RBIAW AIDTIPE FDOTAOE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING ID 5 36/-41 DR MIN. CRITERIA S:GD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31.0/-34b 12'xl2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICIENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMWDA1E000 FIRST FLOOR PLAN SCALE: 1/4' " I'-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 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 12'(12.lmm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4jYI5.9mmJ TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT$ PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 CITH EDJ 302.E SQ.FT. CALL. S IST FLR LIVNG 1,104 SQ. FT. 2ND FLR LIVING 1,501 SR FT. TOTAL LIVAJG 2.605 SQ. FT. GARAGE 431 $0.FT. PORCH ELEVATION'N' III SQ. FT. TOTAL ELEVATION'N' 3,153 SQ. FT. SWO PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0® L UNA ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANS Il'-4' BRG. INTERIOR ® BR'a. WALL U.N.O. ON PLANS 44' INTERIOR� LOAD BRG. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE W-8' UNLESS NOTED OTHERWISE S N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Q sulmv. & LoT ABBOTT PARK LOT## 28 BLK 9 PROJECT# 04181.000-28091 MODEL' 4EHB "2605-HAYDEN" GARAGE 211111MG: LEFT PAGE: FIRST FLOOR PLAN 60 MPH E 17 DA E; 06/14/21 SCALE: 1/4"=1'- 0" sHEET Al 42' HIGH HALF WALL UY CAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OR e/4. 8UD FLOOR MATERIAL RIPS FOR SOLID NAILING LAUN . 3/4' TIG am FLOOR eecURE TREADS TO STRINGER AH U 3. SCREWS . EA GLUED N SCREWED STRINGER INTHREAD® 8NA4K PER FASTENER TO EXTEND gCHEpULg TO EXTEND BEYOND THICKNESS THE CLEAR SPACE BETWEEN OF eue•ROOR SHEATHING I I/2' THE HANDRAIL AND THE WALL 9'-4 3/4' 2ND FIN. FLR MIN. SHALL BE NO LESS THAN I I/2' c ` AS PER FBCR R311.182 ARE •INFORCW3 W/l2X4 PRE-ENG'D FLOORING NOTE. NOTE: SYSTEM (WE FLOOR 42• R 1/2 FRAMWS SHEET) \ \ HANDRAIL ENDS SHALL BE STN IEDIRISETIONRS O CONFORM TO FBCR WALL W/ \ OAP RETURNED TO THE WALL OR 3/4• KICK TERMINATE INTO A NEWEL MIN. TREAD.IO• MAX RIOER.1 3/4• 3AW MAX VARIATION IN STAIR DATA: \ PLATE 1° MAX POST. RISERS/TREADS ADJACENT TO EACH ISR • 152' \ NOSING OTHER 3/S• MAX. VARIATION IN ANY 10, 14 TREADS i Qw \ RIMMTRGAD HANDRAIL GRd1LAR 10'a I' NOSING MN.. A CROSS SECTION DIA TO BE 1 U4' «V4• OR PROVIDE EQUIVALENT S T O R . \ L GRASPAISILITY WINDERS- MIN. i' woe • NARROW END MIL II' WIDTH • G' FROM NARROW END 34' MIN, HANDRAIL HGT. R w \ m u NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A \ DIAMETER OF Ii'! 2' OR A NONCIRCULAR CROSS SECTION WITH A 3-4xT1 eYP STRINGER REIPORCED W/2X4 SPF \ PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND -ENCLOSED ACCESSIWA15LE SPACE TINDER RWCONT• BEAD °F \ SIHI•OOR ADHESIVE � A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES 'I STAIRS 8HALL HAVE LLS, UNDER STAIR SWAGE AND ANY SOFFITS PROTECTED CN THE ENCLOSED SIDE PL-400 OR e""ILARE • EA HORIZONTAL RW \ g o SHALL HAVE A MINIMUM RADIUS OF I/8'. L. WITH U2' GYP81M BOARDS.FBCR 302.1. ~ p X 4 RE-IPOISGNG \ 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF rE fE 0 12 . EA � X S STRINGER \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY W-W FIN. FLR SECURE i'-OC DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACHED W/ Imd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONRY NAILS • 2X4 P.T. STRESSES- PER SECTION 16018.1 / F.B.G. 2020 BLEEPER INTO SLAB WITHIN S' OF EACH END, 32' OG. MAX BAR DETAIL I' SCALE: 1/2'.-0' TAIR SECTION ALE: 1/2'-1'-0' (�)g C HAN/DRAIL SECTION DHDR. -0. SCALE: i/1 . 1•_0i/1 . 1•_0. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdes Igngrou p.00m AA #: 0003325 a C LL 119 SUHDLV. A" LAY ABBOTT PARK LOT# 28 BLK 9 PROJECT# 04181.000-28091 MODEU 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. i7 DAB.• 06/14/21 SCALE: 1/4"=1'-0" SHEET Al A. 25'-4' BLDG. HGT. II'-4' 2ND FLR., _ BR'a. HGT. 3 BAND 6' RAISED BAND 9'-4 3/4' 2ND FIN. FLR 8'-0' C�G. HGTI OPT. COACH LIGHT il'-4' 2ND FLR B V-4 3/4' 2ND FLp- __ FIN. FLR/BRG. HGT. 8'-0' CLG. HGT.s -_ 0'-0' FIN. FLRe, _ 12 5r::; — - — - — - — - — - — - — - — - not 111=0��Fgwg I 11, � MEMO MEMO FLI!LMMI, �lwlll FRONT ELEVATION SCALE: 1/4 . I'-V' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 x I'-& TEXTURED FINISH FYPON IVX48' ,_----DECORATIVE SHUTTER OR EQUIVALENT '-4' 2ND FLR. BRG. HGT. BKTIIXII OR EQUIVALENT b RAISED i BAND ITYPJ _ V-4 3/4' Y2ND FIN. FLR. _ �'-0' BRG. HGT. • ENTRY I I 45 A TYP• 4' RAISED I BAND ( 8' RAISED BAND (TYP.) I rL0'-0' FIN. FLR _ oII'-4' 2ND FLR BRG. HGT. I I I I I I I I �9'-4 3/4' 2ND FLR r FIN. FLRIBR:a. HGT. 4B TYR AREA OF ATTIC 158S 54, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 15M/300 5.28 VENTILATION AREA X SO, INCHES PER FT.(144) 760.8 SQ, IN. MIN. REQUIRED VENTILATION = .5x 760.8 IN UPPER PORTION OF ATTIC - 380.40O IN. OFF RIDGE VENTILATION AREA = 115 SO IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS FROM DID = 4 'AREA OF ATIC IS THE PERIMTER OFTHE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL NO OVERHANGS INCLUDED) I/1' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONFI'- 4'x4' GALV. L'-TYPE F-LAA04M SET N ROOFING CEMENT RBERGLASS SHINGLea WAAIDERLAYMENT AA PER PECK 27 b SYP PT LEDGER W/ 9015)L ROOF SFIEATNNG THICIQ4E06 I/J'x0• TIREADED ROD 82' AS PER SHEiET SNL SECW7Ep PER O.G. WITHN i' OF EACFI FASTENER SCHEDULE END MAX SET N SR'MPSOFI SU9PSONI LSU-26�� HIGH BTRENGTI.1 EXPDXY 2ND F. FLR /PER ELEVJ ,� i' MN ET'IDED. 2.6 SYP RAFTERS OR PRE-ENG'D TRUSS --- ROOF SLOPE--- I ELEVATION 2X6 SYP PT LEDGER W) MN. TM' OSB SFli�� 1/)'x0' THREADED ROD GUSSET TO BE SE32, O.C. 4 UMTHN W OP 2X6 MEMO# V EACH END MAX SET N3' OL. • PERIMET SMIPSON HIGH STRENGTH fl'�-4' SIMPSON LUS-26 WI (4)1"..* '_0' EXPDXY 6' MN EMBED. TO LEDGER AND (2) Imd'# 7O 21i JOIST CHAF#RL POR SOFFIT OVERHANG DETAIL A SCALE: 1/2 x 1'-0' ENGINEERED UIOM TRNSSES • 24' O.C. SUBMIT SHOP ORAURNGB SEALED BY PROFESSIONAL ENGNEER FOR REVIEW AN # D COMMENTS PLYW= SHEATWW. SEE STRUCTURAL 2ND RR W.T. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AN #: 0003325 J Y 2 b O�� � " 4 � Ry, a .3 N W 0 x J aU13DIV. S&C LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODELc 4EHB "2605-HAYDEN" GARAGE SWINO: LEFT PAGE: FRONT & REAR ELEVATION "H" 60 MPH ROOFNG AND FLA014NG W/ DRP— Ta" 6"mrs, ANCIgR# Now PER MNFR WARRANTEE WA 6TRCTURAL REQUIREMENTO WRAP FASCIA WITH BREAK METAL MAOOMW Sao OFAM Ix2. 2x6 WOOD FASCIA SEE #i/ STRCMAL STRUCTURAL FOR FASTENERS p VENTED SOFFIT PER ATTIC CALMS Vl' VJ' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS UA2ND FLR WINDOW PER FLAN AR RAKE SOFFIT DETAIL FDAIE: 06/14m T 3 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4--1 ODV OUTLET 20 AMP SINGLE POLE 110V OUTLET 110v OUTLET 14 OF OUTLET wR® To SWITCH Owl IIOv OUTLET uN7R0 FArI N Ie EWTANr YI-B) RNOTANT 7TPE1 M@ 22CV OUTLET rU WUa CONNECTION Up EXT. WATERPROOF GROUND PAULT CFI CUTLET NTERRJFlEIU OUATCH SWITCH 3-WI4Y CPER W4 SWITCH 4-WAY OPER WALL MOUNTED LIGMr CEILING LOW © LED CLG LIGHT WIND VAPOR ©vp PROOF LIGHT O Vp VArOe PROM LIGHT eVENT. PAN I CM RR Sa FT. uYL1GHT WILIO I — PER Sn FT. v FIXTURE lSPEC'S TOD DT FLUORESCENT 2-E LLB ® IRELCESSED) AR41w 7-BULA URA, ® =FLUORESCENT ACHE T , AIbWD 2' mmo ascBNT W FLUORISCENT 4• TRACK LIGHT 0 PANEL METER OS.D. a om DETECTOR BAUILINA�YIB! Nil WALL M CU/TED mTT. DAa[.u. L�J e'ICKE ONTECTOR W-um� ®orwa >S/CO COMA DETCTOR DSTECT1 COTS LATER CTED SHALL A DBTACE Q NOT LESS THEN 4' L FROM WALL PEDANT LIGHT T� NATURAL GAS CUTLET ► TELEPHOTO JACK UJFN O"ToR lGtTER` T7p-!Y���Jly�'dZ2 AIR COFDITIGNING SEE AU CN vlecaascT I ❑N TIS"INON JACK CELLNG Box RS Ul O J-0m TO EE SUPPORT[ N ACCORD AKJ W[ box MARKED AS SUCH FOR INSPECTION CELLNG BOX off= Far TO N SUPPORTED N C41LNG FANA.IGHT AOCDIOANCE SY PDX MARKED AS SUCH FOR p�ppr 24• INCAICNCENT LIGHT STRIP nnnnnn 3r' NUFDE LTGNf STRIP nnnnnnnn M, NOAl4onocBIT LIGHT STRIP FLOOD LIGHT OPT. SLOSETY O KEYPAD • PA PTOH-BUTTON FOR CNFES USD PORT • LOCATION OF N JACKS /PHONE OUTLETS N FANS TO DE VERIFIED • HOr'EOUER PRE -CONSTRUCTION MEETN L • ALL D N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED MR ELECTRICAL PROVISIONS OF FROM ,TN EDITION [2020) N NEC 21012 20n EDITION • 20 AMP DEDICATED LANDRY CIRCUIT. • GFI • ISLAND (NOT ON WJTC 4EN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM E)61AUST PAN TO HAVE MN. CAPACITY OF N CFM INTERMITTENT PER ELECMCAL PROVISIONS OF SECTION MBOT! FBCR 7TH EDITION [2020). • LANDRY ROOM RECEPTACLE SMALL DE GROUND I-AULT CIRCUIT-NTCRRUPTER PROTECTION FOR PE ISCFSEL ON FEEDERS • WRING METMOD SFIALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FbCR TTII tUD r20202 • ALL UIOR . TO COMPLY WITM ELECTRICAL PROVISIONS OF THE FBCI! ,TH ED r2010). • AL a LIGLRDY � BE lAIRGT XAWW R TTPE PE! EFFTOENCT) 2020.,1h EDITION 1164" PATIO Oj----------- UUIP PI El 0 CLG PAD I ROOM ROOM CLG PAN BDRM.#2 6'-5 I GFI II ` II TO 2ND FL\ SWITCH II ` ❑ S SWITCH CABINET I I dl BATH #2mum _ \ OUTLET 1 1 ___ i 01 I I I I I I FOR DWI I 3 � P$. FOR.,'GFI PAN AFF. DOOR i I REF DOLLARD AS RED. T PER SLOG. CODEEl I III ux ,� � •� '- KEYLESS FIELD FIXTURE 11 GFI I7GjTu PRE -WILD VERIFY ® GARAGE III CLG FAN LOC. ( DOOR M IIII PREWIRE GFI GARAGE - - IRRIGATION — OUTLET • 48' AFF. / I) CHI P.B. FOR CHIMES --- -- ---� ----- --- COACH -PORCH-` - 0 --------- LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' • 1'-V I,_3. I,_3. \I I I I L I LED LIGHTING C SINGLE LAV. BATH "2 FOR VENT OR MICRO PROVIDE 3.2/0 "'THIN . 1% CU IN2- CONDUIT OR 3 "AL. TWIN+ 1% CU IN2- CONDUIT OR 2/0 AL. SE.! [CONDUIT TO TERMINATE AEOvE 80MIT • OvERHAN&j 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE D0 DISCONNECT SWITCH AND 120)2• GENERA_ MOTE& A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL M O ELECTRIC PETER N I P NEMA 3R ENCLOSURE P• EDITIpaNY/2m20) LOCAL CODEp , ANDALL LOCAL POUJER COMPANY RECUIREFENTS. EA ALL CONDUCTORS SHALL DE TYPE THFN/THN UNLESS NOTED OTHEiRWSE POUER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE S0 PVC CONDUIT OR PROVIDE 3 410 ALUMINUM (AL) N 2" DIA SCHEDULE S0 PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO ETD. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EOU RIETR EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVI810N8 OF THE PBCR TTH EDITION 12020). NO" DIA X S FT LONG COPPER CLAD GROUND ROD I V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-774-4078 wwwabdesigngroup.com ` AA S: 0003326 W 00 e ABBOTT T PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL 4EHB °2605-HAYDEN" GARAGE DWRNG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -F--1 DSV OUTLET 20 AMP ONOLE POLE IIOV OUTLET 14 OF OUTLET UN D IIOV OUTLET To OuTrA 4 dVI ]ICY OUTLET EOOPED WARD FAIL NTERIPTEIt ym REMOTANT TTPE) a@ 22EV OUTLET '4) LLUE CON'CCTION 1I7� EXT. WATERPROOF GAMPIP FAULT GFI OUTLET NTERIPTER GMTC 4 SWITCH 3-WAY OPER. W4 SWITCFI 4-WAY Of -Elk 1-0 WALL MOUNTED LIGHT CEILING LKM4T © LED CLG LRla14T © LED VAPOR VP PROOF LIGHT O VP VAPOR PROOF LIWT ORECESSED CAN eVENT. FAN I CRT mm O'4 FT. VENT. FAN YbLRNT 1 OM PER OO. FT. V FIXTURE 'SPEC'S TDD DY RU 2-BULB uATfAP ® L 'RECE&&ED) ARO Ob I, 'SURFACE MNTJ AMCU D } 2' FLUOREecmO 4' MAKMOCMR 4' TRACK LIGFR 0 PANEL METER OSD. eI am Dnacrae mTr. MADc-IP r�l I WALL MOUNTED MATT. NAO[.W- l� Smom DETECTOR UE.y ® B70KE� DATT_ DaaC.uP UU NTCER-COlICTED 5/CO !MALL DE A DIOTANCE OF NOT I.W16 TMRN 4' MOM WALL PU DANT LIGHT LUG NATURAL 6A6 OUTLET ► T@LEPNOa JACK WH CIO O ACTS TO GH QlveTlD 0UXO ' M " ON Ma SMKT I E TELEWIGN JACK CEILING TO Di MPPCRTED N O J.BOX MARKED.4KE IC DOX MARLED AS MICR FOR T. CEILNG BoX TO DE OUFPORRD N CELNG FANLIf/IT ACCORDANCE W' DOX MARQD As MICR FOR manna 24' NCA NDE/CENT LIAR STRIP nnnnnn %' NCA Gcg NT LOW $TRIP nnnnnnnn 4•NCMDOCIR I.OwT OTRP RaDD LIGHT CUR77 IQYRAO YPJID HE PA m"-BUTTON FOR LITRES use FORT • LOCATION OF TV JACK& 4 PRIOR OUTLETS N FANS TO DE VERIFIED • NOMEOUIER PIE -CONSTRICTION MEETN6. • ALL D 4 20 AMP BRANCH CIRCIT& TO DE ARC FAULT PROTECTED PER ELECTRICAL PROV16IONS OF pecit 7TM EDITION'7070) N N[C 71017 201T lDITICN • 20 AMP DEDICATED LAU14OW CIRCUIT. • OR . ISLAND 'NOTON KITCHEN CIRCUIT) • DIMNWAMNER 0160MI ECT TO BE LOCKOUT N PANEL • BAYMPI CO'1 EXHAUST FAN TO WIVE MN. CAPACITY OF Be CWT INTERMITTENTMRELECTRICAL PISONMON& or SECTION Ms" FBC9! TTM EDITION'20202 • LAUNDRY ROOM RECEPTACLE &MALL BE GROUND FAULT CIRCUT.NRPTER TERPROTECTION FOE PER&OMNEL ON FEEDER& • WRING METHOD MAALL BE MO1 METALLIC CABLE PER ELECTRICAL PIK)VISION& OF ®CIR TIM E0'2E202 • ALL WORC TO COMPLY WITH ELECTRICAL PROVISIONS !!GR TTM !D'7070J OF TIELECTED BY BUILDER AND • TOri OF Lk&&ff 1NG MMOT dE [I.IRSY p#ICI@NT TTP[ P[R FEG r =MMVATION'R!&IDBNTIAL RJlItlY 6*ICIEIICT) 7070_ 7w EDITION R404) SECOND FLOOR ELECTRICAL PLAN SCALE: I/4' . F-V LED LIGHTING C DOUBLE LAV. BATH 03 I I I � I I I L = I I I I a I I I I I I oL LED LIGHTING C DOUBLE LAV. BATH '1 II IV"! jur, 1 IN RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 as SVHDIV. Se LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000- 28091 MODEL: 4EHB "2605-HAYDEN" GARAGE SUING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH EXP. rases a DATE 061421 / / SCALE: 1/4"=1'-0" SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 • 1'-m' 1 �--------------------------I SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " 1'-®' a' 11M I VY 2' i I//• 2' VTR LAY LA1,2. 2' 2 ER 2' VTR 9 3 2' V. VJTCFEN 9. IA' ow IW AMTO VENT UIC. In. IR' LA 2 LAV I Ill' 'L.A TUB 5' co 3' 9' TO MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 ro y 8 ® S Sulsom & LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 moDEL- 4EHB "2605- HAYDEN" GARAGE 9WING: LEFT PAGE: PLUMBING PLANS 60 MPH EXP. DATE: 08/14/21 SCALE: 1/4"=1'— 0" SHEET P1 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 $HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 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 SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 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 TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL, HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8X1 I/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL, PL, OR WALL Q_._S ZlK! M -��FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED _,--WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC FLOOR SLAB CLEAN -OUT (TYPN ) 112 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 ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC c-c w O O EXTERIOR WALL PLENUM T y AIR RETURN ,-SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP ORAN LINE AND TERMINATE IN AN APROVED ORAN, AS PER VMECHANICAL FBCR 1TH EDITION (2020) BLDG. CODE SECTION 3013A HVAC DRAINS COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC, 1'-e'x8' CONC. FITTING OR EXTENSION TO SOIL 17 OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN 1 7 — — — — — — — — — -- I I N NG 8. FROM OM .IhS�LV��I $EDROOM #2 AiVE r—+-1 1 III IIr�--I�� 1 z-------� II II I I -------- 14mX6 II 12XI2 PASS I ' BATH #2 THRU II p 1 -- —I-------'1 0 ------------- Ic 5 X 1 _ L,_ , ® I KITCHEN I I T� pR, I I 1 wH 11 � GARAGE Am I X 8' S/A j I FROM ( /� ABOVE m, `\9X9 I j u 'III FLEX FOYE& III III PORCH FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 . i'-0' C� 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 J � n k' O �+ SUHDIV. de LOT: ABBOTT PARK LOT 28 BL4 9 PROJECT* 04181.000-28091 MODEZA 4EHB "2605-HAYDEN" GARAGE SWIENG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN t�60,ZAPH EXP. D TE 08/14/21 9CAL.E: 1/4"=1'—O" 8HEET M1 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 p aUHDIV. & L.OT- ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODELe 4EHB "2605-HAYDEN" GARAGE af/ING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH L------------------------J SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 • P-0' 2X4 TOP PLATE PRE -FAD TRUSS U2' CLCA BOARD _ Vi' DRYWALL SECURE ST. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 2X4 WOOD STUDS *24, O.G. SLAB IVYIC: 01 UYrt IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 5' OIA SLEEVE, DO NOT CUT REDAR FiPE BONA pEA'I NOT CUT AME SOLID GROUT TFE BOND W/ (U- '5 _ BEAM (2) COURSE NEI mD Sm P sASLNE 1/2' THICK 2 COAT - PORTLAND cfFBNr PLASTER APPLIED DIRECTLY TO MASONRY WOW JAM PER OALV. STEEL-- RSO. VERTICAL TRACK BY MAW. PASTBED TO TRACK BRACKSTS W/PRODUCT APPROVAL Ala. OHM BEAD CPU we ATTACHED TO R-L CELL AS PER AFPRDVAL REG SSALAIT N B.ACKE! ISDD FIN. FLR 2A PIPE THROUGH BOND BEAM D1 SCALE, 3/4.I'-0 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS 1TYP. INT. WALL NON-BRG. SCALE: 1 1/2'.1'-0' D 1 SCALE: FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'-,. TYP. O.H. 5/8' GYPSUM BI OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES .RENCE STRUCTURAL ELEVATION `— INSULATION WIND LNIV Imo_ WNDOW ATTACHMENT �AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' Or- a, CMU 1/2' GYP. WL. BD. WOOD BASE — 0 -0� a- a n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. 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 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS e ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE Ml-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D406S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24. O.C. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE U1/ (2) 12d NAILS AS PER FBCR W5.1.1. AS PER FBCR W511. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SHEET SNI. SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS .MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX �PRE-ENG WD• TRUSS Ax 2x FASCIA PER ELEVATIONS O ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET SNI PER ELEVATION FASTENER W14ECIULE PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' ON SWEET ON]. WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS 2x P.T. SECURED PER WEEP SCREED STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. Cm PORTLAND CEMENT WOOD BASE ° PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ J� 0'-0' FIN. FLR 8' CMU " ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 4. 1TH EDITION, SECTION R301.13 AND 1609.5.1. i W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE r_6_-�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•I'-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNOERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003328 o SEE G a � � h D F csj $ ABBOTT T PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL.• 4EHB N'2605-HAYDENN' GARAGE 91/ING: LEFT PAGE: DETAILS lt�60 MPH FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH LINDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9®5.1.1. AS PER PBCR 905.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNL SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WO. oLtER PRE-ENG WD.TRJSS— 24' O.C. MAX. IfE LEVATION 24' Or —MAX. METAL DRIP EDGE METAL DRIP EDGE— GATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY GALCS FOR VALUES TED VENO.N. S/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATION$ SOFFIT TYP. OR 1/2' HIGH STRENGTH GLa 50ARD VENTED REFERENCE 8TRUCTURAL Ix2 FIRE -STOP SOFFIT -4.1 MBUL. REFERENCE STRUCTURAL w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T G SUBFLOOR 1/2' THICK 2 COAT E — GLUED AND NAILED 1/2' THICK2 COAT--- PORTLAND CEMENT Q w AS PER NAILING SCHEDULE CEMENT PLASTER PLASTER APPLIED APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP IfFELEVATION IX2 FIRE -STOP --- SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IfIELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.I INWL. w w WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENGE STRUCTURAL I/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' THICK 2 COAT PORTLAND CEMENT Ix2 P.T. PURRING PLASTER APPLIED STRIPS • 24. O.C. DIRECTLY TO 8'CMU MASONRY F/� 1/2' GYP. ILL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP — F I O.H. w w w tt 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. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATI_T'�'MON R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. e' Cm 1/2, GYP. WL. BD. WOOD BASE a, m —E - isxppB LENE —LINE 4' n W WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALES 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 C n m SLJHDm Ac MT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEL' 4EHB "2605—HAYDEN" GARAGE BIWING: LEFT PAGE: DETAILS 60 MPH EXP. NO CAA DATE'. 06/14/21 SCALE: 1 /4"=1'-0" SI M= D2 112eL 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (I) V2' X S• J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X Ve' WASHER 4 NUT OR W//2)vY X d ANCFIOR BOLTS Tv X V6' WASHER 4 NUT Or o CURB 2x4 a TO BL1K W/ R 114' TAPCANS 1 1/2' EMBED, 8' OC, 4' END DIST, 11/2' EDGE DIST. o SIDE& 2X6 GARAGE DOOR DUCK SECURED W/ (11 1,2' X 8' 1-DOLT OR ANCHOR BOLTS. ILV 4' MIR EMBEDMENT, UV 2' o X 2' X I/S' W 16VER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN S' OF THE BTM 0" (3) EVENLY SPACED. � IN 0 NOTE& ALL ANCHORS SMALL BE IN ACCORDANCE TO MANFACTUREM6 INSTALLATION INSTRUCTIONS WERE A=W INATR1CT1aNa A Mo1GL ATRIN6ENT GARAGE DOOR �ZBUCK ATTACHMENT 3 eru.o v)•.re 8' cm VY DRYWALL ❑ I'X4' P.T. NA DOOR DOOR Ix4 P.T. OR 5/4'X4' MIL SECURE THOU FRAME EMEND 1-1/4, INTO I-It BLOCK W/ 3/W' TAPCONS CAAING (MIN SHA W, SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT 1-1/4• WITHIN D' OF EACH END JAMB OR WINDOW 4 18' Of MAX SPACING ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A wDOW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3K6' TAPOCNS (MIN SHMAW SIZE J45 MIL READ SIZE -4W MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH ( END 4 W' OC. MAX SPACINW 2X6. SECURE TO BLOCK WK2) 3AV TAPCONS (MIN SHANK SIZE .145 MIN HEAD SIZE 300 M. EMBEDMENT 1 V4') WITHIN S' OF EACH END ®. C'AJ 4 W OC. MAX SPACMC V7' DRYWALL 2X& ® SECURE TO BLOCK P.T. HAILER WI(2) 3/W' TAPCONS (MIN. SHRANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 1 W OC. MAX �'�'" DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AB NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 1/2" r1111NDON TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK We 3A6' TAPGONS (MILL SWANK SIZE J45 MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8. OF EACH END 4 1&, OC. MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCONS, (MIN, SHANK SIZE .145 MIL HEAD SIZE J100 MIN. EMBEDMENT 1 V4') WITHIN 8' OF EACH END e' Cm . 4 W OC. MAX SPACING2XIk I/J' DRYWALL CM SECURE TO BLOCK ❑ I'X4' WK2) 9/16' TAPCONS P.T. NAILER MIL SWANK. SIZE .145 T/li' CAA. X 4' MIN MIL HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') DOOR CASING WITHIN 6' OF EACH END 4 IS' OC, MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/I6" `Ji1/D Am TO BLOCK +1 15/15" 2X4. SECURE TO BLOCK W/ SAW TAPCONS (MIN. SHANK SIZE J48 MIN HEAD SIZE 300 MIN. EMBEDMENT I I/49 UT14IN S' OF EACH END 1 W' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6 ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN SHANK SIZE ." EMBEDMENT INTO BLOCK MIN HEAD SIZE 3M MN. EMBEDMENT 1 V49 WITHIN 8' OF EACH CND 8' CMIU 1 IS' OC. MAX SPACING. I/U' DRYWALL 7X& SECURE TO BLOCK I'X4' W92) 3/16' TAPOONS P.T. NAILER (MIR SHANK 812E " MIN HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 V49 WITHIN W OF EACH EHD 1 W' OC. MAX &PAGING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE& DETAILS. NOTE. &HIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" `WIDOW TO BLOCK +2 1/4" 2X4: 110 SECURE TO BLOCK W/3/16' TAPCONB (MIN. SWANK SIZE J45 MIL HEAD SIZE 300 MIR EMDEDMENT1 1,149 WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 2X6, SECURE TO BLOCK W1f2) 3/16' TAPO" (MIN SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') WITHIN 8' OF EACH END S' cm 4 W' O.C. MAX SPACING. I/2' DRYWALL 2X& SECURE TO BLOOK ❑ VX4' W/(2) 3AV TAPCONS P.T. NAILER (MIN. SWANK SIZE .145 MIL HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 1/4') WITHIN 8' Cl- EACH END 4 W OC. MAX a"'CINM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" /,a1x1>,m�nw T'n urncrr +a^ 2X4. SECURE TO BLOCK W/ MW TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE .300 MIL EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 W D.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2>06,, m ON OUTSIDE 4 SECURED SEGUE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3/W TAPO" 3AV TAPCON MIN. 1-1/4, (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN S' OF EACH END 8. C'AU 4 W OC. MAX SPACING. In' DRYWALL 2X& Q110 I'X4' SECURE TO BLOCK P.T. NAILER W02) 3/16' TAPCONS MIN SHANK SIZE .145 DOOR CASING IL HEAD SIZE 300 MIL EMBEDMENT 1 1/4') WIT14IN S' OF EACH END 4 W O.C. MAX SPACW- NOTE. 8NIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 2ND 2X SECURE STRUCTURAL MEMBER WK2)17d WITHIN S' OF EACH END 1 6' TO 8' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MA IPACTUES DETAILS. DOOR JAMB TO BLOCK +3" rlwwpx Tn RTA(`K +4^ 2X4. SECURE TO BLOCK W/ V4' TAPCONS (MIN. SHRANK SIZE J40 MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/41) WITHIN W OF EACH END 4 W' O.C. MAX SPACING. 2X6. m SECURE TO BLOCK W/(2) 1/4' TAPCONS, (MIN. SWANK SIZE W5 MIN, MEAD SIZE 300 MR EMBEDMENT I V4') WITHIN 8' OF EACH END 4 IS' OG MAX SPACING. 2X& 12® SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1I/49 WITHIN S' OF EACH END 4 18' D.C. MAX SPACING S' cm El 1/2' DRYWALL I'AW P.T. NAILER 1A6' OAS. X 4' MIL DOOR GAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTUES DETAILS. NOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/18" L�°sOII TO BLOCK +3 7/18" 2X4, SECURE TO BLOCK IW 1/4' TAPCONS (MIN SHRANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 19' O.C. MAX SPACING. 2X6, BECum TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE .MS MIN. HEAD SIZE 300 MIN EMBEDMENT I 1/49 WITHIN 0' OF EACH END 4 W' OC, MAX SPACING. 2X& SECURE TO BLOCK WK2) I/4' TAPCONS (MIN. SWANK SIZE .145 MIN MEAD SIZE JIM MIN EMBEDMENT 1 1,149 WITHIN 8' OF EACH END 4 W OC MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3Ad,' TAPCCN MIN 1-1/4' EMBEDMENT INTO BLOCK L�1 8' CMl 1/2' DRYWALL 1 X4' P.T. NAILER j� V P.T. X 4' MIN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" n 11IND01I TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 W W W'"designgroup.com L AA is 0003325 A q 0 44 �rr 0. � 9 SUBDm at I.OT: ABBOTT PARK LOT# 28 BLK# 9 PROJECTMIM 04181.000-28091 11LODMU 4EHB "2605-HAYDEN" GARAGE .WINO: LEFT PAGE: DETAILS 60 PH E ,14 7 SCALE: 1/4"= f — 0" D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z131/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/Z021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCr. 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 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 12/31/2021 10860.2 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 20/22/2023 13904.6 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCr. 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 ROOFTILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/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 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 153S3.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS 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 5/22/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" 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/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/32/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 22/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/32/2023 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 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/20Z3 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA#:0003325 a c SUBDIV. ac LOT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEI1 4EHB "2605-HAYDEN" OARAGE 871IWO: LEFT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. D � 08/14/21 SCALE: 1/4"=1'-0" SHEET 1J 4 i FREFORI'ED CONTROL JONT FLANGE OF CONTROL JOINTS TO BE WRED TIED TO LATH • S' O.C. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %O TEMP SSECUR�CONTRROLJOINTY BE L DURING INSTALLATION —� FASTENERS TO SIE SPACED • V Or —MAX VERTICALLY k THICK 3 COAT CEMENT PLASTER UM LAYER •2. FORTFIMER MUILDMG PAPER APPROVED METAL LATH FASTENED .T' (VERTU O.C. MAX AT SUPPORTS WINES LAYER 9, STUCCO URAP WOOD SHEATHING LATH SHALL NOT - BE CONTINUOUS v ro a•Pv v roY TWMOUGH CONTRO- \ n JOINTS EMIT SHIN-L ME STOPPED AN TIED AT EACH SIDE. PRONDE 2X4 BLOCKING PER ASTM CI069 \ PLACED FLAT MAX 6' TO S' FROCONTROL JOINT W14EN L \ \ / CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD STAPLES M COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. B) 0,0418' WIFE / 3. BL0004 SHOWN MAY ME N ADDITION/ \ TO WALL STUDS REQUIRED PER PLAN O"M" TYPE CONTROL JOINT MINOLR ows Ol MLD WIAIO • R. A R.4 7.OeAM • Pr. 6 OL FOLD NMIm • R. A L OPMARE - PT. E POLO Ab ® L !POLO tNW10 . PT. 4 a. aeAse • Pr. e L ORTAM • rt. c l VIL I IN TILL PL TQIfAeR EorraM rtAenR �O* 'L'N0E w,M TtlHT MAL POW. QQ• tmca. p THICK 3 COAT CEMENT PLASTERawed 0' a COAT OE'BR PLANTRR (WU) UM LAYER -2, FOIRTFIBER BUILOM PAPER awe OIL,) UM LAYER 9, STUCCO WRAP(Ppwm O LT) APPROVED BUILDING WRAP SHALL ME LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPTX'l WITH FORTIMER SHEATHING TA r I'I•L W . TtCTA, / LATH VERTICAL LAP TO DE 1' n non �- METAL LATH I WRAP LAYER 9, STUCCO WRRAP 'MIN PA R AP OIU Y / OARM LAYER 4, FORTPIMER BUILDING PAPER JI AP 2 SGALEr 11/2'•IL NOIEL SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FIRMING MEMBERS. THEY SHALL BE TIED BET AN SUPPORTS WTH 9Dm416-K (121-MM) WIRE AT INTERVALS NOT MORE THAN 8' (221-M'9). AS PER ASTM CI063. ® K I C K O U T !� REPAIR OF TEARS IN LAYERS, TEARS DETAIL MAY 19E TA UYHWUlVAP SE WRAP TAPE PER MOW. SPEC OR PEEL 4 STICK - ollut NA MPLA NL STOP imtAgisju or7.T) t9we ae Cm M6IWµL FL.a6n p KAMM(ME 6 MATM TIaMf RIVAL (EBB OR ecLnRR o0 Nor a(r) O � tl AT EOR%O a RTOF HALL NTEIYEOTl" FYCIA M4P WOOD STUD SHEATHING PAPER STUCCO • INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIFE) WRE TO FRAMMG UM LAYER -1. STUCCO WRAP RRM LAYER 4, FOWIND R B ILONG PAPER METAL LATH 6Sr6' SELF -ADHERING ME'mRA E FLASHING OVER 4h4' SELF-ADFERMG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASWMG TO EXTEND, ONTO PIPE '4'A4' SELF -ADHERING ME'MW ANE FLASHING OVER APPROVED HOUSE WRAP. FLd6HMG TO EXTEND ONTO PIPE I' THICK 3 COAT CEMENT W COW, MEAD OF SEALANT PLASTER INSTALL APPROVED HOUSEMIAP AIR METAL LATH INFILTRATION BARRIER OVER URM LAYER 4, FORTIFIBER 6WFAT14M6 91 BUILDING PAPER ELASTO'ERIC COATING OVER STUCCO/ URD LAYER 9, C.V. FINISH (SEE TYP WALL SECTION STUCCO URAP UOOD 6HEATHIN0. SECTION I ElEerExtwn orumN" ipLortlandcemt pl•etr shell —ply wth the application requirement of ASTM C 826-186. InstllaUon of extenor lathing and homing shell comply with ASTM C 1063A9•, or ASTM 1787. 4'z4' SELF-ADNERMG MEMBRANE FLASHING (COMPATIBLE W/ HOUSE UIRAP MATERIAL) OVER APPROVED HOUSE WRAP. I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF� SELF -ADHERING MEMBRAE FLASHING STEP pp 6I 01 WOOD SHEATHING OR CMU WRES LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR15 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING � LL7 (NAIL TO ROOF DECK, NOT WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. N.T.S. 4• i STEP *2 TION DETAIL CF LEGEND 6'x6' SELF -ADHERING MEME IMA E RLASNING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE OUT AND OVERLAP ONE SIDE OF SELF -ADHERING rET9DRA e FLASHING DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIF15ER------- — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 77 WOOD OR 1/16 II ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.11 / A5TM C-a4'1-14a, MIN. 2.5 L55. PER 5Q. YARD (UTILfTY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I •1 N. RONALD RFAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 V y b O HUBDIV. aR M"T ABBOTT PARK LOT 28 BL 9 PROJECT# 04181.000-28091 MODEL 4EHB "2605-HAYDEN" GARAGE STUNG: LEFT PAGE: WALL ASSEMBLY DETAILS 6 PH EXP. IF INSTALL V SELF -ADHERING MEMBRANE FLASHMG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 9EQIJENCE OF FLABHMG TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED :., OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE ' TOOLED SO AS TO DEFLECT r WATER AWAY FROM JOINTS. .�zn E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i� JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y1 CAULKING - JOINT ALL AROUND PER SECTION R70 . Exterior la0tina and plastering I Exterior use of Portland cement plaster BACKER ROD shall comply with the application -- requirements of ASTM C 926-18b. kInstallation of exterior lathing and framing shall comply with ASTM C 1063-19a, I ,:Jc,) orASTM 1787. WRB LAYER -1, STUCCO WRAP ;- - HOODED VENT THICK, 3 COAT CEMENT I. PLASTER METAL LATH WRS LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) rL D SHEATHINGLAYER9,CO W LAYRAPER 7, FORTIFIBER DING PAPER ownxcnoN METAL LATH a, CMU N VINYL CASING BEAD 6' RAISED BAND J6' TO li' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKZ LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) LURB LAYER e2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14e, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANTS TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I l 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' �A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER el, STUCCO WRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO 7a' MID -WALL WEEP SCREED b' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP WOOD SHEATHING— APPROVED— HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER SO MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD i' T/a' TEXTURED CONSTRUCTION y�FNISH E WOOO FASTEN TO WOOD STRUCTURAL MEMBER - T' OL. MAX Is. CMU 16TO)i' MID -WALL WEEP SCREED EJ • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .,, MASONRY BEFORE APPLYING V FINISH - MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP *3 S' WRB LAYER 7, STUCCO WRAP WRB LAYER STUCCO WRAP 9 APPLY 60' MN SELF -ADHERING GRADE 'DFELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER STEP *4 ELASTOMERIC COATMG OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) _ METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 gil Wl SVSDIV. m LOTil ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL' 4EHB "2605— HAYDEN" GARAGE S111MG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPHAXP.jC 0 WOOD SHEATHING WR5 LAYER M, STUCCO WRAP WOOD WRB LAYER 02, FORTIFIBER CONSTRUCTION BUILDING PAPER V4' HAT CHANNEL i' THICK, 3 COAT CEMENT lk%* TYPE 'X' DRYWALL PLASTER 6' SAP. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING ��� 4' POSITIVE DRAIN � � „cEc ar_occn WR5 LAYER M' ; STUCCO WRAP r - - r THICK, 3 COAT CEMENT PLASTER _ �� W SELF-ADHEREMG A'T66-W.9UC-lSO C118 1 FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW r ' � I yc r WRB LAYER M, � STUCCO WRAP � i WRB LAYER 4, FORTIFIBER BUILDING PAPER , b' SELF-ADHEREING WR5 LAYER -1, /r FLASHING WRAPPED - STUCCO WRAP �v • CORNER OF CANTILEVER _ �nr�iw� &anv�-w� . „ 4SIT ' POIVE DRAIN I . i�eeo arocPn NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10 A DTL. ® CANT. SCALE, 1 1/1'-V-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-a4l-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER-2 VINYL CASING BEAD i' THICK, 3 GOAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 6 PAINTED WOOD SHEATHING FINISH 3 COAT CEMENT (2) 2x12 HEADER PLASTERTHICK (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD a' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT HEADER/BEAM PLASTER li" (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAM WALL SUB-PLOOR DECKM PRE-ENGTJ TRUSS J' THICK $ COAT PLASTER META- LATH — WOOD SHEATHING 4' POSITIIVE DRAIN e (SHOIIN FOP SEPARATE A COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER @ V SAP. \ PEEL +I STICK I J()'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )V X 3' 26 GA GALV. METAL DRIP EDGE J1,- GAP FOR BACKER SET IN FULL BED OF EXTERIOR GRADE ROD 4 SEALANT SEALANT, Jf' MIN. DRY WALL :., SPACE FROM DRIP ' PACE TO TREX b1C R3 COAT CEMENT VINYL CA81N[ BEAD WATER PROOFING 16t -VINYL cmttNG BEAD LAYER (2 LAYER PEEL 6 STICK) PEEL 4 STICK SUB FLOOR - 0 CANTILEVER DRIP EDGE 3' X 3' 26 GA GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) SET M FULL BED OF W PEEL 4 SEALANT,)¢ MIN. STICK - DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK )4 GAP FOR BACKER 1)i'XI % P.T. OR BIMIULATED ROD 4 SEALANT WOOD (TREX) FILLER. CONTINUOUS ' VONri renn.r. BEAR WATER PROOFING 16t " '` WEATHER F E618TIVE LAYER (2 LAYER PEEL 4 , i; BARRIER M STICK) WRAPPED FROM - ,LEATHER RESISTIVE BALCONY DECK TO 'wa'6a BARRIER -2 CANTILEVER .e,a°4i 6' PEEL 6 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE - -- - — - SET IN FULL BED OF I Ji'XI iY P.T. OR SIMULATE SEALANT. Jf' MIN. WOOD /TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX 4' GAP FOR BACKE VMTL CASING BEAD ROD 4 SEALANT WATER PROOFING I6t FINISH, LAYER 12 LAYER LAYER (2 LAYER PEEL 4 PEEL N VIM STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CNANNEL CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING W/TEXTURED 4 PAINTED_/nNFIELD BARRIER 9 FINISH WEATHER RE k THICK 3 COAT CEMENTBARRIER MI PLASTER 4} 1JITIj]' 11 VINYL Cd NER BEAD„age Gom VINYL CASING BEAD NO (SHOIW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 COLD OR COLUMN I LEGEND COLUMN SHEATHING 6' BAP. 'I Jb•x3' V FLASHNG DRAINAGE PLANE (WR5 FULLY EMBEDDED IN ROOF CEMENT LAYER #I, STUCCO WRAP) I J6' X 3' 26 GA GAL V. METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER — - — - — - — — SET M FULL BED OF SEALANT, Jf'MIN. BUILDING PAPER) SPACE FROM DRIP 1 Y4 GAP FOR SEALANT VINYL CASING BEAD ,LOFT' BACKER ROD' WATER PROOFING Ise MODIFIED t10 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J*THICK 3 COAT CEMENT PLASTER 8/8' TYPE 'X' DRYWALL s METAL LATH W/TEXTIRED i PAINTED WOOD SHEATHING FINISH i' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN I,�eo ar-eeen PLASTER VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CA81NG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING WR5 LAYER M, — STUCCO WRAP 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER FASTENED TO SHEATHING • l' O.G. MAX. C UM LAYER M, STUCCO WRAP �s WOOD SHEATHNY METAL LATH WRB LAYER 7, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING A 1' O.G.) GMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY 14B CORNER BEAD CE) BLOCK METAL LATH x—x—x—x STUCCO WOOD OR '1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — WR5 LAYER 4, FORTIFIBER BUILDING PAPER------,, METAL LATH j' THICK, 3 COAT CEMENT\ PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WR5 LAYER 62, FORTI BUILDING PAPER — METAL LATH J' THICK, 3 COAT GEM PLASTER WSELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING WR5 LAYER *I, 1 STUCCO WRAP WR5 LAYER 02, FORTIFI5ER BUILDING PAPER ' , METAL LATH (EXPLODED d' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) IF ON 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA 8: 0003325 d 04 14 u w 0 f N W E 00 x a� avHalV. & LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL' 4EHB "2605-HAYDEN" GARAGE E WDWG: LEFT PAGE: WALL ASSEMBLY DETAILS 60 MPH E . Y.' GAP TYP J' THICK 3 COAT CEMENT WOOD SHEATHING CASO TRIM PLASTERMETAL LE G E N D IX TRIM MEMBER WRB LAYER SIDING TRANSISTUCCO TO 9T0000 WRAP SWRB LAYER 4, FORTIFISER DRAINAGE PLANE (WRB TION WOOD SHEATHING BUILDING PAPER LAYER 01, STUCCO WRAP) WRB LAYER 4, POWIP15ER Y SIDING WOOD SHEATHING WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER t,5UILDING WRB LAYER el, BUILDING PAPER) i441 N. RONALD REAGAN BLVD.750 STUCCO WRAP METAL LATH x—x—x—x LOPH: 407-7NGWOOD74807METAL LATHFAX: 407-774d078 WRB LAYER h, WRB LAYER'I, STUCCO www.abdesigngroup.cTHICK, 3 COAT CEMENT WRB LAYER e2, FORTIF15ER STUCCO WRAP S�CO WRAP AA#: O003328 PLASTER e1 PAPER WOOD OR 1/16' ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING •�, 6• SELF-ADHEREING SELF-ADHESIVE FLASHING — — — — VINYL ANGLED �IrEXPLODED THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD ;. VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD ---------------------------------------------------------------------------------- J' THICK, 3 COAT CEMENT DRIP CAP . 18 (CROSS SECTION) - SEALANT PLASTER WRB LAYER 7, METAL LATH WINDOW FLANGE STUCCO WRAP ;. VINYL ANGLED "YONTRucrloNBE I I CASING BEAD r uXTOD eWEATWn+G i i 9IeTIVE WRB LAYER 02, FORTIFIBER MAMARRIILN WINDOW FRAME BUILDING PAPER URADORRESISTWE s/ ♦ i A( i eARroERa ///, I / WRB LAYER 02, FORTIFIBER METAL LATH t �� x T Y; LAP SIDNG / / \ r SELP•mWERRYs �+-� -----� — �. %REVEAL / � ASWING BUILDING PAPER R Win THICK, 3 COAT CEMENT +� \ i 3 mEOTWER R elenvE I E-Z BEAD VINYL CASING I PLASTER �. \ BARRIERS I (W/�' FLEXIBLE PVC BACKER ROD) ' STARTER BTItlP � � REATNER RESISTIVE , , 6'SELF-ADHERING �J \ \ BARRIER a I I A_ FLASHING A+ ; OR I I \�� y WERs+G I I 1I+1t FLASHM GALV'D METAL z� A614M DRIP CAP 7' RAS14W. I opti WRB LAYER 9, STUCCO WRAP, i W 4 In US. SIMULATEDR j WRAPPED AROUND FRAMING MEMBERTRIM MEMME E WINDOW FLANGE I i 0 CASING:' , I 6' SELF ADHESIVE FLASHING i = p CASING BEAD ® WINDOW ;;6,MR I WOOD SHEATHING 15C FRAME, W/BAND) :` , OIRAPCAP Wr-AUUeM PRDVET sx MFIEMB�NR STIICGO CmNr, �'� DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ----------------------------------------------- ------------------------------------------------ 19 TRANSITION i Y4' GAP TYP }' THICK, 3 COAT CEMENT NOTE: ; CASING BEAD PLASTER WOOD SHEATHING SEALANT TO WINDOW METAL LATH METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH(UTILITY( PER SQ. YARD OR NOMINAL 1 � 1 WRB LAYER "Z, FORTIFIBER ; LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER I LAYER P WOOD SHEATHING i WINDOW FRAME WOOD SHEATHING SSTTUUCCO WRA WRB LAYER 4, FORTIFIBER eanaucTloN • eELr.mleRrt+G BUILDING PAPER i WRB LAYER el, wom SWEATWNG THICK 3 COAT CEMENT $TTCCO WRAP SEAT�RREe1STIVE CARRIER /i uEATHERRE518TIVE BARRER TO LAP PLASTER i LLEATI.ER RESISTIVE / \, 6' MN. ABOVE TOP I BARRIER / Or z' RASNNG I 1 WRB LAYER e2, FORTIFIBER• xiY• LAP SIDNG // IREVAL / a f VINYL ANGLED BUILDING PAPER TIenVE SAR NKS I WRB LAYER 'I, I CASING BEAD ; � + - \\ ' / WEATHER DARNER�918TIVE I STUCCO WRAP i METAL LATH VINYL CASING BEAD STARTER STRIP evHD:v ae LAT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL.: 4EHB "2605— HAYDEN" GARAGE 8VnNG: LEFT PAGE: WALL ASSEMBLY DETAILS M. GALVD METAL 6 MPH I 1 z' RAeWNG 6' WIDE PEEL 4 STICK _ (EXPLODED THICK, 3 COAT CEMENT I OVER FLANGE VIEW FOR PLASTER \ / ; WINDOW FLANGE CLARITY) GALVO METAL WEATHER REeIenVE 'z' RASHNG BARRIER N TO LAP I I I u e' not ABOVE TOP E-Z BEAD VINYL CASING Or'z•R.ASNM 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E.z MAD VWL CASNG I Y' x e' 8A NLATED MEMBER T l PIEX�pEPN. �\ /i I w3oDL nerIBER 'APPLY FULL BED OF SEALANT BETWEENBACKE e' SELF•mWERNG I FL W. FLANGE 4 BUILDING WRAP U CASING BEAD ® RAISED R�^� < BUILDING 7�' TW� !COAT �,� SEAL GAP W/CAULKNG BAND (FRAME) CEMENT IM AS OR APPROVED SEALANT WRAP UlEATWERER RESISTIVE B�'4A+aeIER rtelenvE _ ''------------------------------------------------ NO A MAOM SCALE: I I/2'=I'-0' E•z xm VRJ1L rNG UJEAT14ER RESISTIVE .. BARRIER 4 flS w R.ExpE PVC 06 14 21�DATE: UCCO SCAL ® SIDINGTO OTO TFRAME DER elerlVE A EI Z BEAD WINDOW CASING 8*1EE : l/4"=1'-0" TRANSITION 16 x SHEET 19 WA4 IEq 111A10 CARE SHOUlO BE TAKEN IN KEEPINGTHE VENTPROPERLV 4', W AND 1T SHONN IN 4- GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NAIL IN PLACE USING 1-11T NAILS AT EACH CORNER, ROOFING CEMENT IlQL SHOULD SE APPLIED TO AL SHINGLE EDGES NEAR THE OUTER EDGE PND-NO THE EN I-RIMEIER AS C OUT -THE GOOSENECK VENT OPENING IN THE ROOF RE COMMENDED IN SEVERE NEATIER COASTAL SHEATHING.SIZE TE OPENING IN ACCORDANCE NATI TIE CONSTRUCTCN ZONES. CHART SMONN. IN TE EVENT A NECHANCA VENT FAN IS USED, WE THE VENT OPENING IN ACOOADMICE KITH VENT FAN MANUFACTURE'S PIPING CONNECTON INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS MEN CUTTING THE OPENING IN THE RE MOVE INTERFERING SHINGLE WULS AROUND THE PERIMETER OF THE OPENING $O THAT THE NAILING FLANGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SIDE FLANGES OF THE VENT LW AND UNDER NTHE MVEIN FLANGES TO LAY ON SHITHE GLETOP Of THE GLES. THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL SCALE, W CUT FIOUSEYR.4P AT AS' ANGLE R MODIFIED 11• CUT M WOUSF ARA,P LSE I WINDOW OPENING \ \ AP0 RO SO tIOUSEYIEAP OVER NEATHING OVER WD SRC WALL STEP 1 NAILING FLANGE AT JAIES NI I BaLC PLANING MINMIN P TEND PLEXIBLE PLANING DO NOT SEAL BORCM ---� FIN STEP 6 7EMPORMIL7 FOLD -UP 4 SEC t10Ul UN RIP I' NCC TUCK FLAP n HeAo FOLD HOIMEW N AT JAMES 4 SLOPE SILL R INSTALL S' SELF -ADHERING FLASHING OVER VINYL HEAD FLABHMG (UTH END DAMS) "LING, FLANGE I EXmD SELF -A I- MIIf! FLASH BEYOND I• MN PLASH)JAI'1D RAStING INSTALL VNn ORWF CAP STEP 7 PIPE AID OVER FLANGE ALIG04 FLASHING UN NT. EDGE CP SILL MO. MECHANIOALLY FASTEN PARED EDGES.(CAP NAILS, STAPLES) INSTALL DUPCNT PLEXII.RAP AS TF PLASHING AT TIM PLUMBING VENT DETAILS ' NTS UTLY 4S• =NTINLM 7F SEALAN AM M AE IPPLY TO ANDOIU NA LANOR N qm-FIlXJI ROLee OR ADS ADIESIVE - DSELE PLAGNMa VER DRIP CAP =TO -WRAP E(AAV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS UNDERLAYMENT ASPHALT ROOFING CEMENT VALLEY CENTERLINE LEND� FASTNESS 'N NE IIBTNCRS IN INGLEDENOSHNGLE AST I2' BEYOND Y CENTERLINE PED OFFRAT45DEGREE' FROM VALLEY CENTERLINE I. IT b THE CONTACTORS RCSPPOIDILTY TO VERIFY ROOF VALLEY DETAIL THEEILIRA, GRATTTO ALL PRODUCTSINCLUDING THE COMPA SEALANTS A SELFWD=T* IS SCALE. N M.AGNIM MATERIALS USED DIRINIG CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MAYPACTURERB NtlTTEN SPECFICATIION S, SEALANTS MAY REACT ADVERSELY F NOT COFIFFATIGLE. BAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWW. COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRLISION BELOW THE WINDOW OPENING INTERIOR PERIMETER OF WINDOW WITH SEALANT 11 APPLY OSI Hal (O EQUAL)SEALA/T 4 IIDDOW/Cm JOINT FLUID APPLIED FLASNNG (LAHCO WHITE -SEAL RC-N OR EQUAL). SLOPE SILL TO EX NQfft L IT IS THE CONTACTORS RESPON RSILTY TO VERIFY THE OMPATroILITY OF ALL PRODUCTS NCLUONG SEALANTS A SELF -ADHERING) FLASHING MATERIALS USED CORM CONSTRUCTION. 2. FLASHING AT EXTERIOR WM)MO AND DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE UAT14 MANFAGTURER'S NSTALLATION NOT) ACrICW AND APPROVED METHOD IJ OF FOC RROSA LI N ACCORDANCE IETH FENESTRATION MAMPACTA!RS INSTALLATION AND FLA,NING NSTRCTIONS. WAR1k1GL SEALANTS MAY REACT ADVERSELY IF NOT COMPATIELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 www.abdesIgngrou p.com AA B: 0003326 1 IC WW S 0 o b r O 8 3UDDIV. dA LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODELA 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETA S 6 PH E . PRINT 06 14 21 DATE: / SCALE: 1/4"=1'-0" SHEET WA5 r 1/8' TEXTURED FINISH • WOOD, � x --- - ---- ---- ---- ----- ---- -I 2X6 SUB-BANb FINISH CM x x x W/I'x4' NOTCH ® METAL LATH x x x x x / END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP WOOD SHEATHING OR cm x x x x x x I 1' — , DRIP EDGE 1� [[[ WRB LAYER •I, STUCCO WRAP [FRAME ONLY) x x x x x x x x x x x x x x x x x x I F-------------- — --- I\� WRB LAYER 02, FORTIFIBER PAPER x x x x x x x x x x x x x I -1/8' TEXTURED I � FINISH s WOOD I 1/2' TEXTURED 2x6 sue a ---- (FRAME ROOFICEMENT NG x x x x x x x x x x x x x I ; x x x x x x x x x x x FRAME OR CMU FELT PAPER FINISH a CMU / �` II� x x x x x x x x x x x x x x x x x x x x DRIP EDGE DRIP EDGE �\ METAL FASCIA \� WRAP Ys' FROM \ ©PL,4N METAL Krac our x x x x x x x x x x x x (REFERENCE POINT ONLY FOR WALL OFF , STUCCO, I' FROM WOOD WALL � SET OF COMPONENTS) \`—EXTERIOR WALL METAL FLASHING, WRAPPED �� (FRAME OR CMU) MIN.Y4' ABOVE BOTTOM OF DRIP EDGE NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/14'x4' NOTCH END, WRAPPED IN ROOF DECK (BEYOND) PEEL t STICK \\� � DRIP EDGE, I' OFF WALL ROOF CEMENT NOT INTO STUCCO) EDGE OMIITTT D FOR \� I I-I/8' TEXTURED FINISH 0 CLARITY /wooD, I/2' TEXTURED SUB BAND DETAIL® WALL FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH A END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• : . x x x ®PL/4N /4 PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/1�'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL W/KICK—OUT FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH A END, WRAPPED IN PEEL a STICK 'ROOF CEMENT a+ ROOF EDGE OMITTED FOR CLARITY i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003326 a �+ s gv! s ABBOTT T, PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEIA 4EHB "2605-HAYDEN" GARAGE STIIATG: LEFT PAGE: WALL ASSEMBLY DETAILS 6 H 3� MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ? }} STEEL REINFORCING IN GROUTED (r — - 2. CELL SEE PLAN FOR SIZE AND d a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i5 SPACING REQUIREMENTS GARAGE DOOR m e RECESS r —FM °; g w 1p 8"CMU WALL 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR I b i +- 0'-0" ° el IN FOUNDATION WITH 30" LEG EACH d ,4 WAY AT ALL CHANGES IN DIRECTIONS I 4' TOP OF SLAB TOP OF SLAB I ., SO THAT THE STEEL REINF. IS CONTINUOUS o MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° °.° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (1 STORY) #3 18" ° EXT. PORCH SLABCHAMFER •I / -VARIES Ld SEE SLAB SCHEDULE TOP OF GARAGE (I f I ' - o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE — >b. MASONRY UNITS SET AT ELEV: ISOLATION -. ° 6" CHAMFER (2STORY) W/ 1/T ISOLATION 6" CHAMFER a� 0'-0" JOINTNT JOINT (WHERE ♦ APPLICABLE) i • #4 24 SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) (2-STORY) a SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR NxD, BAR SIZE #6 Z FOR MO, BAR SIZE S DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST [., aN0 BAR QUAN7IT' AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO 42' #� ar - EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE BQALE:34"=''-°" CORNER BARS DETAIL DOOR OPENING GARAGE �� 4 (1) #5 REBAR VERTICALLY W/ CONC. g U POURED CELL LAP TOP PLATE A MIN. OF 46" 8" CMU AND NAIL W/ 16d COMMON o NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g #9 REBAR 024" O.C. 0 CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN $ SLAB 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE O I PLANS FOR SPACING. SINGLE NEW REINF. BAR SECURED W/ 2- PART BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO — T CAPPED o u I i 5 EPDXY. MIN. EMBED SLAB W/iOd MASONRY ° e^ GALVANIZED PIPE W/FLANGE BASE ¢ 8", UNO i5 FOLLOW ALL MANF. NAIL 16" O/C STAGGERED. ADDITIONAL METAL § m SPECIFICATIONS FOR CONNECTORS NOT CONC., REINF. W/ I i I USE AND ED WHEN NO RIS r , g 6'.6" #10 WWM ON z PREPARATION OF UPLIFT PRE ENT. 1 6-MIL POLY ETHYLENE n o q' 4„ HOLE. w w VAPOR BARRIER ON • I� WELL -COMPACTED a' SECURE FLANGE TO — SLAB SCHEDULE CLEAN FILL TERMITE SLAB W/(4) 1/4"X21/4" p O�c' +. [SEE TREATMENT SHALL BE TAPCONS s. Q? P TOP OF SLAB - -� BORA-CARE Q4 (2) CONT. #4 REBAR a�_ •�+�_� ° 6"CHAMFER (2-STORY) 4 (2) #5 REBAR ON CHAIRSSEE 4° 2,D00 PSF VIRGIN SOIL OR 95% EQ.EQ. SCE 12' MIN. DEPTH INTO COMPACTED SOIL FOR WkDM AR/LE SIZE VIRGIN OR ENGINEERED SOIL o AO AND BAR QUANTITY SLAB HEIGHT LESS THAN 3•S•1 PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 sCALE3l4"=r-a' (NO UPLIFT) FOOTING W/ BLOCK WALL 1 A SCALE: 3/4"=T-0' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, a•' 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 g CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT, SECURE ST. PLATE TO -> SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL i6' O/C STAGGERED. a ADDITIONAL METAL $ CONNECTORS NOT m Q REQUIRED WHEN NO S" CMU WALL 'O UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) tro,: 8"FILLED CELL (TYP.) CMU TOP O F SLAB 4 - TOP Oft SEE SLAB SCHEDULE 2X WALL FRAMING TOP OF STAB a• 1/2" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND - SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER (1-STORY) BAR SIZE 48 BAR DIA. w '4 M ° W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) N3 'S ° • 16" O.C. VERTICALLY MAX JOINT (WHERE • #4 24" 4♦ • APPLICABLE) z MATCH STEEL #5 30' ° f REINFORCEMENT 6" PVC CHASE iv PER SCHEDULE SEE SCHEDULE FORWAD, BAR SIZE THRU FOOTING #7 4T 6" PVC CHASE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO FOR MD. BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE D BLOCK WALL CONNECTION THRU FOOTING SCALE:3/4"=1•-O (NO UPLIFT) 12 11 SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ayl m 0 sUDDIV. ee LOT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181, 000-28091 MODEL 4EHB "2605-HAYDEN" GARAGE 81VMG: LEFT PAGE: DETAILS 60 MPH TIE VERTICAL REBAR TO HORIZATIONAL REHOOK GROUTEDid' BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO HORIZONTAL REBAR W/ 101' HOOK i a GROUTED BOND BEAM N VARIES PER ELEV. ° #5 BARS a S m'HooK - 3 o� •-a '_- ° CLEAN OUT REQUIRED ° —�•• —.a.� 4 1 �' FOR INSPECTION a o 0'-0" FIN. FUR. .� -� , • TIE ERTICAL REBAR TO HORIZONTAL <�� ■ § - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. h . NS 4, ARE NOMINAL SIZES #5 30" #6 36" #T 42" OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA METHOD 24' '�IIk MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #5 30" 3 SCALE: 3/4"=1'dY' REINFORCING �„� REINFORCING #7 4Z' SCALE: 3/" w I NEW REINF. BAR of BECUREDW/2-PART gEPDXY. MIN. EMBED I 6", UNO ] FOLLOW ALL MANF, SPECIFICATIONS FOR USE AND w PREPARATION OF HOLE. -�a �--: — �� a —q _ STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-0' .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abde"Igngroup.com AA #: 0003325 8 q O � Q W 0 A $ ABOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEL• 4EHB "2605—HAYDEN" GARAGE 871SNG: LEFT PAGE: DETAILS 60 MPH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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'j. 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1Q (2)2X8 BEAM SCHEDULE gZaRM 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, 0/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) W.H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 3x16 (1)n (1)85 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)N5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 wwwzweslgngroup.com AA #: 0003325 o a W O eUBDIV. ae LAT ABBOTT PARK LOT# 28 BLK# 9 PROJZCT# 04181.000-28091 MODISI1 4EHB "2605-HAYDEN" GARAGE 8TfWG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. NOTES TO THE INSPECTOR/CONTRACTOR TYR 6x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1A5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST "6 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6'06' p / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 11<5 / TOP OF THE LINTEL. 1441 N. RONALD REAGAN BLVD. a •a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL RE BAR W/ 101' HOOK M'�ip LONGWOOD, FL 32750 P�'F 8x16 DBL. BOND TOP OF PH: 407-7746078 ,1 a BEAM W/ (1) A5 BAR BOND BEAM FAX 407-7744078 �EACH COURSE • / BEAM TOP OF www.ablo5igngrOuP.COM 8x8 BOND 30"TYPICAL • EN��O UW/ ( BAR .y'_ BOND BEAM77 AA #: 0003325 pF pe FILLED GROUT 1p'tt` =UNFILLED UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO BEAM CTOP OF BOND OF OPENING WIDTH S, IN BOND MI #5 BAR IN BOND BEAM BEAM COURSEE BEA, F FILLED LINTEL. SEE NOTE 5 � ME1kp 16-1 T/1 SX8 PRE -CAST CONCRETE pEF NOMINAL�� LINTEL AWDT OF LENGTH BARR=WIDTH OF MASONRY HEIGHT # OF #5'S, TOP - OPENING - 7' CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THATXFXX - iTA MroB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'A" 1 REINFORCING OF BOND BEAM AND XFXX- 1TIOM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER SCALE. 3/4"=V-6' IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - lT/1 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX- iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 13/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE.300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' - EMBEDMENT h 0 a a F �0. #5 BAR BENT AS SHOWN PRE -CAST .3119. 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SILLWINOW 2 SIZEA45 MIN HEAD SIZE.300 MIN EMBEDMENT 1 9' - SLOPE FROM EACH END AND ND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT N 4 2x8 (MIN 2X 3)23116 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD g BAR TO BE PLACED IN SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING O UPPER AND LOWER 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ BOND BEAM #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK. EA. END EACH CELL WD IN EMBEDMENT TOP BOND BEAM STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7/16'OSB SHEATHING M CORNER BARS SILL CONSTRUCTION CMU WALL AT CORNER STEP 5ARCHWAY FRAMING DETAILS J SCALE: 3W=V-9' a e 0 SINGLE 45 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF s, o FILLED CELL BOND. BEAM 0 4 a a PROVIDE A3 BAR AT EACH SIDE aIUSDIV. & I.OT: ABBOTT PARK LOT# 28 BLK 9 PROJECT# 04181.000-28091 MODEL- 4EHB "2605—HAYDEN" GARAGE SIMMG: LEFT PAGE: DETAILS OF ELEVATION 60 H E STEEL REINF. OF BOND. BEAM CHANGE 'MUST HAVE 2 OR MORE LONGITUDINAL CHANGE IN ROWS OF NAILS ELEVATION OF BOND BEAM p DOUBLE STUD W/ 10d NAIL ATTACHMENT 7 SCALE: 3/4"=1'-O' V SCALE: N.T.S. D 06/14/21 8CAL.E: 1/4"=1' — 0" SHEET 1%.S2. IA WOOD SECTION FASTEM SPACING d. -7MIN, 2 J' MAX e.=2j"MIN, 9"MAX s=1}"MIN,2}"MAX n ='t' MIN, 2 }' MAX d. =7' MIN, 2 }" MAX e,=2}'MIN, 9"MAX (2)2d &=1}"MIN, 2}'MAX t' MIN, 2 }'MAX d. =2" MIN, 2 }" MAX 6.=2}"MIN, 9"MAX Rl2d ea = t' MIN, 2 }" MAX 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 IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WO-1 4X6 (3 X"x5Yd') SYP. HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXR BOLT r-------- FIRE L_ _ — — — — — — J 3M" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFTSTOP PRE-ENG. FLR. JOISTS-1'j'I1j,,' I rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS II II II II u u n n II II II II J9 II II I 11 II II I II II II II II II II II II 2X6 WOOD II WALL W/ DBL. 11 II J6 STUD UNDER II EACH JOIST n u It II II 0 It It II II II It II II It II II It II 0 It It II It IL II It LI 11 II n II II II II II II h II N II II II II 11u x 11 11 11 11 11 11 11 of it 11n Iq 1211�� II II II II J3 II II II II J It II II It II II 11 II 11 11 11 II 11 II it II 2x4 WOOOD WALL W/ II II II it II II II II fl II II n H SYP. NO.2 STUDS 2.4 WOOD D.C.WALLW/211 II SYP. N0. II II II II / II u u u STUDS @ II II II 11II II II 12" O.C.II II II Il II II II II II II IIfl II II I -DBL STUD �II 2>4 II WD� II PROVIDE DRAFTSTOPPING II ALONG THIS TRUSS AS TO WALL W/ DBL. II STUD UNDER II LIMIT AREA =30 S.F. II EACH JOIST II ER FBCR 11 .. �. II II II II II II II II II II II '' II it II u u II u II u II it n II a II u u II II u n II II II II ;) II II ICea== �=es=see= F, 1 �T III II I NE — ---s-- PRE-FABRICATW FLOOR FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST BM1 TO CMU WALL W/ SNPSON LGUM48SDS W/ (4) V x 4 TITEN HD ANCHORS AND (4)Y' x 2)Q SM SCREWS TO BM, CAE is 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407.774.6078 FAX 407.7744078 www.abdesigngroup.com AA C 0003325 14 h ai C m a rr a O tlt a F SVHa2V. & LoT: ABBOTT PARK LOT# 28 3 9 PROJECT 04181.000-28091 MODEL• 4EHB "2605-HAYDEN" GARAGE 9VfWG: LEFT PAGE: FIRST FLOOR FRAMING PLAN 6 H 1 SCALE: 1/4"=V-0" 1 s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 1" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/1010d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #27' x 4", TRUSS AND (4)1/4" x 2114" SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 }' NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }' NAILS TO 6", 8" x 4'-0" MAY BE ADDED OBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, T' CON7 POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3}' NAILS TO GIRDER AND 6", 8" x 4'-a' MAY BE ADDED HEAW UPLIFT TIEDOWN REQUIREMENTS, OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 WITH (12)16d x 3 �" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO A{t) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL www.abdeslgngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3)16d J" x 2 �' TO GIRDER AA #' 0003326 GALV. COMMON NAILS. ENGINEERED WOOD B{i) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1X2, 2x WOOD FASCIA (2) k' x 5" TITEN HD TO CMU AND (18) SIDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMONN NAILS. NAILS. (2) }'x 5"7ITEN HD TO CMU AND (18) SOS J' x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 2" APART S ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF 3 scALE 3a'=r-0' 1a 1b 1c GIRDER CONNECTOR(S) B A :3/4""a' 2a 2b 2c SCALE: 3/4"='0 GIRDER CONNECTOR(S) 6'-0-MAX (W/1X4) OR 10-0- MAX (W/2X4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE lx4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION a MAYNOTBE PER ELEVATION � � a P ELEVATIONEACH PRE-ENG IJOIST LSTA12 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. END TOTAL OF 10 4500 6000 80 90 TNIOOM 3/4" WOOD PANELS (2) 12' WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER • eC BTM. CHORD OF ``\\\�\ WOOD ROOF TRUSSES \\ (2) 2X4 No.2 SYP DIAG. //---- 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA� / TRUSSES WHERE TRUSS (DIAG. BRACE TO / X-BRACING IS PRESENT AT COVER 5 TRUSSES) ( 4'-a' O.C. (AT SHEATHING � LOU �. ``\\\\ \\ vl�� �5/8" GYPSUM BOARD OR IYZ'HIGH ----_—__-- - _ _ --__-- STRENGTH CLG. BOARD 30'-1TO 60-- (1)"X"BRACE 30'-1" TO 60'-0 (3) "X" BRACE SECURE SECURE (JOIST TO TOP PLATE LVUWOIST WITH (1) "X" BRACE @ CENTER TO BLK Wl12" DIA PLATE w/ (2)12tl TOENAILS BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 1AX BTM, CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 6' DOUBLE TOP PLATE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 32" OC 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MAX. COMMON NAILS AT EACH CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 2x4 L / S WOOD BEARING INTERSECTION TYP. P.T. PLATE W/ 12d's 6' WALL W/ SYP No 2 STUDS SEE O.C. MAX PLANS FOR SPACING. SINGLE STIFFBACK (AS PER TRUSS NG) BTM. PLATE TO BE PT. %� BTM. CHORD BRACING CONT. $RES PROVIDE DBL. TOP PLATE HTT4 W/ 5/8" A WITH G (2) 10d 2x4 SECURED W/ s Q EACH TRUSS . V SCALE: 3/4"=1'-0" TO BE INSTALLED 0 THOOM PROVIDE BLOCKING MIN. 7" EMBEDMENT 4500 3/4" WOOD PANELS TO SLAB 8 (18) 16d x 101-0" O.C. MAX. 6000 (2) 117WOOD PANELS 1/2"GYP. WL. BD. P2-11"OST TO SIT),POST., PERPENDICULAR TO I -JOIST 60 (2) 1/7' WOOD PANELS POST TO SIT DIRECTLY •; 90 2x LUMBER SEE SHEET S1 1A FOR ON SLAB (2) 2X12 NAIL SIZE AND PATTERN AVP P T in oon�. �rc e� 24"MAX. W/ 24MAX. W/ �"^^^�"' -.. .. JttJl:HtuuLt ull- O IJOIS7 (JOIST SPACING FRONT �., BOND BEAM REQ. SEE FRAMING PLAN - TYP LEDGER 4< / END OF 'v i zu e e LEDGER BOARD (2) 2X12 SYP flT.EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR -JOIST CONNECTION @ L.B.W. C LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/ 2" WASHER 85112' LEDGER BLOCK WALL W/ GABLE END 4 SCALE:3/4"=r-a' (NO UPLIFT) 5 SCALE:3/4"=1'-0" WITH (JOIST MIN. EMBED .(NP) � PRE-ENG'D TRUSS SCALE:3l4"=1'-a' PARALLEL TO I -JOIST (2) 2X8 TRUSa24-MAX, WI 24•MAX. W/ 'MAX ENO SYP. P.T. O EA 1 (JOIST (JOIST SPACING FRONT SEE FRAMING PLAN 2 lYP MT END OF LEDGER z NOTCH DEPTH 114.0 o LEDGER w BOARD o t z HOLE EDGE>5/8" THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. 1/4"XS' TAPCON m z OIALEDGER BOARD TO W/ 3" MIN. EMBED REAR "r SU13DIV. de LOT ABBOTT PARK LOT# 28 BLIP 9 PROJECT# 04181.000-28091 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I— JOIST) 60 HLE LED METER 2/5•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/30F TOI-JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. HOLE EDGE >5/6' 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0', 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 314"' WEDGE-BOLT/J-BOLT, 5" MIN. 3, ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) lDd GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C, EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES Jrly�� a- SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14) 10tl GALV. COMMON NAILS TO HEADER FL#17241 _ _ ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIREll� '7 1 C - SIMPSON MIU3.56/16 G <2900 LBS, U <210 LBS W/ (4) 3l4- WEDGE-BOLT/J-BOLT, 5" MIN, EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 g5 R1 a� BTM. HOLE DIAMETER FL#17241 D - SIMPSON HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE -BOLT -BOLT, 5' FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE V SUBJECT TO Fl AND F2 FORCES. MARK SIZE BOLT SIZE MN. emwTANOE cENTRALwACpq PLATE < 3/5•D DBL. STUD MIN. EMBED (16)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. NO W7 A DOUBLE SYP 2x8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x121 (2) 3/4" 1 a, 24" O/C MAX. FL#17241w Vim• V V1•"•IV" -^1LV 1 V 1LWL1 ^" ' � ,v uV V' A FASTENERS FOR PARALLEL LEDGER SHALL BE lW'x 6' TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DAB 06/14/21 W/ 5.1/7MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=1'—O" AND BORING LIMITS ATTACHMENT DETAIL r—,-�ALTERNATE MATERIALS SHEET p V SCALE: 1 1/2"=1'-0" 9 SCALE 3/4"=1'-0" I V S 3• 1 / L']• SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Btl EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING ii It SIMPSON SPH4/SPH6 BTM. IJOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3 4"=t' fT #8 WOOD SCREWS STAGGERED AS SHOWN DBL, 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL REINF. PER PLAN }" X6' TAPCONS PER ELEVATION o WOIST (SEE ¢ o?? FRAMING PLAN) PER ELEVATION 20 P.T. CEILING '`y 21MAX NAILER W/ MASONRY NAILS ? 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT WOIST PARALLEL TO EXTERIOR WALL SCALE: 3 4"=1'-0 #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL 314" AS SHOWN REINF. PER PLAN PER ELEVATION A. - ' o IJOIMT (SEE N �? FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR A TO BEARING ON EXTERIOR WALL 4 SCALE 3/4-l'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS BL OCKING SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PERPERE EVATION BRACING. SEE PLAN FOR FOR STRAPPING RAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/7' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. 8- (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) tOd BELOW FOR PLATE W/ 12d's 8" Q.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE .0. PROVIDE BLOCKING • SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. 0: AND TOP PLATE ANCHORS W/ 10tl x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2) 10d's EACH FILL ALL HOLES, DO NOT USE 12'7c9" WEDGE ANCHOR W/ 2" 10dx3" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'-0"O.C. MAX. EPDXY S12" EMBED. MIN. 0 16' .. 1 0a 10b 1 Oc � OC MAX. SCALE: 3/4"=l'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,. 8 TRUSS TO POST CONNECTION SCALE: 3 4"=1'-0 < A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • ! 8 - 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'k3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 2 12" SOS TO POST TRUSS CONNECTION @ L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=V-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" F-XP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/Z' NAILS TO POST. 1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA #: 0003325 1 0 3 gi SVSDIv ae r07 ABBOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEL: 4EHB "2605—HAYDEN" GARAGE 39MNG: LEFT PAGE: DETAILS (I —JOIST) 6 PH 444yL VTCR SPACING (1) AT EACH END Nh�lh VTCR AND 6-0" O.C. MAX. Illljll I I Kati Li 0 SIDE VIEW PRE—ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE N.T.S. 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 Isn b m 4 BtmDm & LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEL 4EHB "2605—HAYDEN" GARAGE 8MMG: LEFT PAGE: DETAILS 60 H 1441 N. LRONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesISngroup.com AA N: 0003325 0 14 q O a F W f 0 S aUHDIV. a. LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEX. 4EHB "2605—HAYDEN" GARAGE STUNG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 6VWH E SECOND FLOOR DOWEL PLAN SCALE: 1/4" - 1'-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. HEADER SCHEDULE MARK DE3CRIFTION REMARK 1O (2) 2X8 BEAM SCHEDULE ZZMM 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 ({�s) �H, REINFORCEMENT STIRRUPS REMARKS STM, TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" • 1441 Ni RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 0 fill O 11111 fill avaa>ty ae LOT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODEL.• 4EHB "2605—HAYDEN" GARAGE 8VMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 PH FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3 yz'k5}!2")SYP. HTT4 TO DIA x 5" 5/53.1A PT., WOOD POST EXP. BOLT it u CA II II CJ1 CJ u n u x n n n x n n u n n n n n CJ3 R II N N II N N N N N N N II N N CJ = yA II N II II 11 II N II % it II II II II A = CJS iC A8G 1C A7� g ti IA � I- - t I I p o m 0! N o� : Aa z IA3 I =I I I =1 i 0 = PRE -FABRICATED OOF - ��TRUSSES@2 O.C. _ - s>� _____�_= o 0 z� =sem>s=ao= _ to = A = = RIDGE= O to s A2t!=— ATTIC I I I I o 0 LL A� <z --- -- I -- I- -_- -=---I z a �s ASs�s:� a 0= ,C O 1C Nn B q Bt 2JJ5 1A 82G N II N N �I CJ3 R ., II II 11 nil nN rllll CJ5 : ��Q n u n N x y/A CJIA WII 'wN WII WII ��I wll II CJt I N II N N CJ3A Y II r- CJ3 = n N n N N N -0 CJ,1 N N N N ER II N II II y�� CJt 1A i c�3 c�3 7z ------------------------ ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN 81 LONGWOOD, FL32760 PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 t G m 314 SVBDIv. Se LOT: ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODZU 4EHB "2605—HAYDEN" GARAGE 8WING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 60 H E DATE-. 06/14/21 BCA m: 1/4"=1'-0" SHEET S6 • QABLE-END �-� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE i = 58.00 PSF (88.00) ZONES = 66.50 PSF (76.50) ZONE 2e = 66.50 PSF (76.50) 20NE 3e = 76.60 PSF (86.80) ZONE 2n = 76.60 PSF (86.60) 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 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19132, STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 F1667 SCREW SHANK 170.000 RING ( 16-20 RINGS RSRS-03 8d RING SHANK, 2 3/S" 0.113 F 667 1 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 2318" 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.G. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 SC RING SHANK GUN NAILS M 4" O C TCPB BOTTOM EDGES b �O RAFTER OR TRUSS-�� ROOF SHEATHING '\ ■mm��11 11 �mm�� I 11 . . I 11 ■mmoal I BUILDING LENGTH k 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 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING �#g 2" DECK SCREWS 6"-e" O.C. MAX EDGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/CMM. MAXIMUM AGGREGATE SIZE SHALL BE 314". STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3l4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6- PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE 11N0ER ALL 8LPBS ON GROUND WHERE INDICATED ON CRIPPLERS. SILLS, ETC, SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS SEAMS LAPPED B INCHETHYLS AND SEALED WITHRRIADHESIVEMTAPE. ELASTICITY = /,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR FIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A81SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A"WA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. FABRICATE, E EC WOOD TRUSSES IN AC R WI I DESIGN NA ONAL ERECT ACCORDANCE WITH TP -14 " NATIONAL DESIGNDS CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL FORAND TRUSS CONSTRUCTION., AND METAL LATEST EDITION" STANDARDS FOR METAL-PLATE-CONNECTED-WOODTIONSFOR ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-nonconourrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD-nonconcurrent #5 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'. 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 86: 1990. 16 psf TOP CHORD 20 psf 7CHORD (7 psf w/ ASPHALT SHINGLES) psf No GVPCRETE) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. lopsf BTM CHORD 5 5 Pffi BTM Cl CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD 70 RESIST WIND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (BBC EXPOSURE C, RISK CATEGORY II) 00) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBIUTY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATAT2TICTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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: 50PSf, 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 THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED 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, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE 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 FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BEE PLACED W/ ASLUMP OF 6" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 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 WITH ASTM 00.1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TD VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: 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 TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MO( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED F d- PRIOR TO THE ADDITION OF PUS nCIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR WASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE 71MESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN 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 MNUTES, 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 COMPUANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: 1-112- FOR 05 AND SMALLER 2-FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS WIT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U. N.0 STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36IA38M BY = 36 ksi FOR ANGLES PLATES AND WSL BE HAPES. STRUCTURAL TUBING SHALL ASTM A500lA500M GRADE B F = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53lA53M GRADE BTYPE E OR S F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH OOUBLE-NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN 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 APPLICATON Sif SPADNG REM- APPLICATION SIZE tt PDNG REMARKS I x2PTFURMNGTO GSE HARDENED OGIL -LONG. eaC GARPf3E DOOR WICK TO MASONRYA'XJNC IVIDA. NO WASHER TAPCON MASONRY ASTENER a dC 11? 11ED..4-END DST., I I EDGEDIST. SGDPAL. EXT. DOORS CASEHARDENEDODL 9'aC WNDGWIDOOSFASTENED GARAGEDa _K YY DIA OR a"DA. EXPANSION BCLT I64' IZ313"DN 4` EMBED., PENDDST., x T, SEE NOTES -11 III'LONG . STAGGERED INTO MASONRIICONC. TO MASONRYIDONC M WASHER 34"Oro(IIYDA) 3"EDGE AST. WINDOWBUCK CASEHARDENEDCaL I,- WINDOWIDOORIFosTENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE NOTES -11"I"ONG. STAGGERED INTOMASONFYICONG. MASONRY I CONO REQUIREMENTS Ex,.@MNGDOOR SICK 2x 1,, SEE NOTE S (2) WE'- NO WASHER "TAPCON' FASTNER IS= IIZEMBED.8"END. DST., I III' EDGE DST, NON BEARING WOOG ALL TO CONC. SLAB III EXPANSION 4"EMBED. 4"END WI WASHER 14 WC DIST., 3"EDGE DST. 2x Pi WINDOW BUCK 4" END. DST., I III O IECSOL.. SEE I WI WASMERR STAGGERED EDGE GIST PT TO NOTE 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com ` AA 111: 0003326 J O a 9Y s q�q � V Q O SUHDIV. Ae OT LOT ABBOTT PARK LOT# 28 BLK# 9 PROJECT# 04181.000-28091 MODZU 4EHB "2605-HAYDEN" GARAGE > VIMG: LEFT PAGE: DETAILS 60 MPH EXP. 7 SCALE: 1/4"=1'-0" aSHEET S NZ Q TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS Q FASCIA J-CHP e MAX. DETAIL A FASCIA O7 STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLES INSTALLED @--` 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED 0 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR Q TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. HANNELQ J" MAX :-� 6o DETAIL D Q STAPLESINSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT--'-"i Q J-CHANN }„ DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'—.R IF —SPAN IL-- { SEE DETAIL'A'— SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END A EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD .(NOTE: 1) *OFFI=T4 SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /—TRUSS/JOI 1 BY OTHER 2-1/4" EMB. X2 WOOD BATTEN T---80FFIT 1D NEL Q DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 1Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO Q STAPLESINSTALLED- THRU SOFFIT AND J-CHANNELAT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ ()SO INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR [,--WOOD (NOTE 1) Q J-CHANN f, DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 1/4" INSTALLATION SCREW, 2 EMB. BATTEN ATTCHMENT Q FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. it> 13.519 EAVE WIDTH jp.•p•• 375 375 (ROOF as di a{$ 4 3.625 3.625 .3. OVERHANG) 5 \ .08 .0 --12 "—CONCRETE; eA 1 CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FA%: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 a 9 o n W E O Sv8DIV. ae LAT ABBOTT PARK LOT# 28 BLK# 9 PROJECT* 04181.000-28091 MODEL- 4EHB "2605- HAYDEN" GARAGE 8WING: LEFT PAGE: SOFFIT DETAILS 60 MPH E . u 'W.R.WO'6 SCALE: 1/4"=1 SHEET SDI