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HomeMy WebLinkAbout7587 Sail Clover Ln99 2828-E401-ENSLEY99 ALL WORK SHALL COMPLY WITH PREVAILiN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATU�G ® 8 HOMES CITY 0; AMINER p�N 12602 TELECOM C>R1VE, TAMPA, FL 33637 T4s1: (813) 740-9720 Fax: (813) 740-9715 - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM MMDMG CODE, 1�ENTUI, A ( ' 7M =NON � -ALL LOCAL AND SPATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C AD ADJ. ALT. BD CL CAB. CLG. CLR CONC. CPr. C.T D. DBL D.G. Du. DIM. DISP. DP. DR D.s. DTI. D.W. EA. ELEV. EQ. EXH, EXT. F.G./FX. F.G. FIN. FLR. FLUOR FR. DR. FIG. GA. GAR DISP. CFI. GL. GYP. BD. H.B. HA. HDR HOT. SUL OR ITT INf. ABOVE AIRCONDITIONINGMUM. ADJUSTABLE ALTERNATE BOARDLINELI GE CENTER INET NE CABINET CEILING CLEAR CONCRETE CARPET CERAMICTIIE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAM DEEP D DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL. EXHAUST EXTERIOR FIX®GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL ROUT INTERRUPTER GLASS GYPSUM BOARD HOSE 13M HOLLOW CORE HEADER 124SUJLLAATION INTERIOR LAM. M.C. ITR. MST MTD. MTL. N.T.S. O.C. PL P.D. PH. PLT. PLYWD PR P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D S.H. SHT. SHTHG. SHWR. SIN. S. SL.GL STD. SWS TER..>P. Io. T.O.C. T.O.S. TYP. U.N.O. V.P. W. w�. WOW. WH WT, LAVATORY MEDICINE CABINET MEDICINE MANUFACTURER N TATLITHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRB.L REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKEDETCTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEWERFD GLASS THICK TOP K CURB TE TOPOF SSLABB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASTER WOOD WINDOW WATER HEATER WROUGHT IRON DATE DEECRUMON BID SETf5&JED ARCHITECTURAL SHEET DESCRIPTION 01/81RI 2020 MC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 03/10/21 ADDED SOFFIT DETAILS 03/I6/!I GATED 8-0 OPT. ONA-21 ADDED STONE VENEER OPTION o1 1 REVISED SQ FT. CALC'S g1 ADDED OPEN WEB TRL88E8 08/3041 FRAME WALK REVISIONS 1010441 CENTER 8[aD. IN DINING ROOM STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALCA IST FLR LIVING 1010 SQ. FT. 2NDFLRLIVING 1,362 SQ.FT, TOTAL LIVING 2,312 SQ. FT. GARAGE 421 SQFT. ENTRY 28 SQ. FT. TOTAL 2,821 SQ. FT. 6" PATIO 80 SQ. FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES t PG S3-FIRST FLOOR FRAMING PLAN ELEVATION PG 33.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.1A-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1F ANY ASPECT OF THE CONSTRUCTION (AS 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 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN St LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwzbdesigngroup.com I, AA N: 0003325 h w U 1 2 c kk g 0 W. 64 BLTHDIV. Z LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL: E401 "2828- ENSLEY' GARAGE gVnNG: LEFT PAGE: COVER SHEET 160 MPH EXP. C 29 A.A NO PRINT 2128 DATE: 10 / / SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY 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 Et. 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 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINU7E FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2: 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YzINCH 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 (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. 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 ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 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 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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-C17B7. 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. 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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: 09/08/21 (CM) 1441 N. RONALD REAGAN SL LONGWOOD, FL 32700 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R h Z O a w u04 c A � � c SVHDIV. ae LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODELS E401 "2828-ENSLEY" GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C PRINT DATE: 10 28 21 SCALE: 1/4"=V-0" SHEET GN C V-4-* DBL. TOP PLATE 0 m BAR DETAIL A SCALE, 1Q'•I'-0' HANDRAIL G 36' W/ 2X4 RE-INFOS WE STIRIOTURAL FLANS FOR FLOOePRAMNG (2) LAYEE OF 3/4' PLYWOOD OR (2) LAYEW OF 3/4' SUD FLOOR MATERIAL RIFE FOR SOLID WULNG NOTE, WA M 1410M TO CON -OW TO RIM IM W. MOM MN TEAD4W MAX Q RNR•T L4' anr' rIAX vaMU1TKH M i OTNE RIRAD VARAT TO N AN OTHDI WGIANNIA MAX ORAL CI N N MIT Z CRO" ucT 11A Om T OIIIOWI Ol71a IECTION DIA TO D7 11✓Y UM• C oM APAML R*40 LDR eRAMADILrIT WNDERI4ND 6• WDS • i NARMOD DUD a-s' nra HANDRAIL W. 11/4' 112 GILD FLOOR GLUED r NAILED F'ER NAILRIO=41OW.E — GEGLE 7nO STRSYGER TO SOL77 NALNG YV Ed NAILS TO DE NAILED PROM DAOCSIDE r2) LA' 690M TREADS TO 67R74G It ZJ( es) na a' GOREES • EA STRMGER DEAD OF GUN-PLOOR 'f / ADHENVE F'L-4010 OR GFIILAI! • EA HORIZONTAL RN (UNTHREADED OHAW TO (a) 2A GYP w.mm BEYOND T MOF) eTR043M / RENORO® WTH 2.4 GFF O'-O' PF1 PLR — "MM ZX4 F:T. TO 2:N RERFOIKRIG • EA GLAD W (a) kOd OUT 2•0 STRI40" !!CURE MAGONRf NALG IW DG NAILS G•J' Or— THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.16-2 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAvE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 114' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/S'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601,0.1 / F.B.C. 2020 HANDRAIL SECTION 2N GlT STAR DATm ItRSEE . T82• 14 TREAD! . ZF' 2M Kf= UWl IWSTIDG A Y' O.C. MOX 0BSTAIR SECTION SCALE: HDR. DETAIL 3/4' Ttl SUD FLOOR GLUED r NAILED MR NAILING 6CHMN LE TAPCOPU . W Ca MAX STAMORWO Gomm 2X1 JOaT TO LEDGER UW SITFSON HUG-U 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupxom AA #: 0003325 W. OUISDIV. do LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT* 04181.04C-03121 MODEL& E401 "2828-ENSLEY' GARAGE OWING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS %160 MPH EXP. C V2 AA NO PRINT DATE: 10/26/21 S C ALE: 1/4"=1'-0" SHEET A1A 'AW-e!" 21-8. 12'-4' (2) 3052-OW IK-40 3052-OW ;p UMAW 88 V4y CLGIL TO IST 50im FLOOR 42' H, Z' 1/2 WAL W/ CAPL w BEDROOM#3 V-0 CLrA 4--4- �7�1-� 14'-8' .511 4'-3' 51-41 3'.4' in 151-8. In 4'-0' 2. in ;rj rnxwl I ATTIC I v C IR-law ----- - nil BEDROOM #1 Wic a, Ir CVA V:c I LEA V-01 CL& �n L11A. LAUNDRY i W-V cv. Ul LAV. 0 CIV BAIN #3' BATH#1 Ca�L& ap W-01 CAA v C 2030 SHUR (2) 2068 .514 TEMP 4'-4. -w 1..3. 111 (2) 3052-844 EGRESS I LINE OF ;z' IST FLOOR BEDROOM#4 L BELOW 81-0* CLIGS. (2) 3052-OW EGRESS T-41 3'-4' ILI 25'-O' 131-01 381-01 SECOND FLOOR PLAN WALE. 1/4 - I'-V' 1441 N * RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA 111: 0003325 W. SO 94 w 1OU13DM A, L07� ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEU E401 "2828-ENSLEY" OAXAGE 811111NG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH E . C F-PRINT 10/267201*' DATE: SCALE: 1/4"= 11-0. SHEET A2 24'-4' BLDG. HGT.. 6' RAISED BAND (TYP.)� IT-4' 2ND FLR, B�THGTHCs --- FYPON I8'X63' 1'-0= DECORATIVE \ SHUTTER OR EQUIVALENT 4' RAISED ------- BAND (TYP.) 6' RAISED BAND 21, 2ND FIN. FLR�- 8'-0' GLG. HGT,N, OPT. COACH LIGHT 0'-0' FIN. FLR4, AREA OF ATTIC = 1650 SO, FT. N ET FREE VENTILATION AREA REQUIRED - 1/300 REQUIRED VENTILATION AREA = 1650 /300 = 5.50 VENTILATION AREA X SQ. INCHES PER FT. (144) = 792 SO, IN. MIN. REQUIRED VENTILATION .5X 792 IN UPPER PORTION OF ATTIC — 12 } SO, IN- 5 FTPON 18'X38' = OFF RIDGE VENTILATION AREA 115 115 SQ IN - PER VENT DECORATIVE 396 /115 SHUTTER OR TOTAL# OF VENTS REQUIRED = 3.44348 EQUIVALENT TOTAL#OF VENTS PROVIDED 4 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOROF WALL, NOOVERHANGS INCLUDED) IIII IIII 1 ■■ ■■ IIII ■■ ■■ III' FRONT ELEVATION SCALE. 1/4 x I'-0' TEXTURED FINISH 24'-4' BLDG. HGT.$ 1T-4' 2ND FLR, 8"T.--- I'-0 9'-FL_ _ _ 2ND 1 FIN. R4$ — 8'-0' CLG. HGT,s 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 - 1'-0' TEXTURED FINISH I FIN. FLR I 4B o ENT RY I I TYP. 1 I I I I 1 I 4' RAISED I I 1 BAND (TYP.) I --_ 0� 1,'� 4' 2ND FLR BRG. HST. I I I I I I I I ( -_ -A rTIIII F. F9N4 2ND LR T. 8ATBYHG •ENRR. rYP. I I I I I L_-- 0—$ 0 FIN. FLR. 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO HA6QNIR'1'—\ 4'x4' GALV. 'L'•TYPE R.ASWM SET IN FIBERGLAG6 614NGLE6 WANDERLAYMENT AS PER FBCR 2X6 6YP PT LEDGER W/ GOSAI. ROOF SHEATHNNE G THICKSS I/J'xS' THIREADED ROD 32' AB PER GHEET GNL SECURED PER Or. 4 WITHIN 6' OF EACH FASTENER SCHEDULE END MAX 6ET IN 6IF%ON 6RWGON LOU-26—� _ WOW STRENGTH EXPDXY 2.6 GYP RAFTERS OR PRE-@NG'D TRUSG— ROOF 6LCPE PER --- I HLEVATICN MIN. TAG' 06B 6NEATHNG 2X6 ST•P E LEDGER 1111RW/ IR'xS' THRCADED ROD WNW TO BE SECURED TO 97' OL. 4 WITHN 6' OF 2X6 1"E IMM UW Sd NAL6 HACK END MAX 6ET N 3' OL. • PERR'ETER ' 61MPBON HIGH STRE0 TH SIMPSON LUS-26 IW (4)10do 2,_®• EXPDXY 6' MN EMBED. TO LEDGER AND (2) IOd'4 CHANNEL FOR SOMIT TO 2x6 J016T OVERHANG DETAIL A SCALE: 1/2 • I'-0' E1464NEEIED WOOD TRIANS • 24' OL. SUBMIT SHOP DRAWING$ SEALED BY PROPESGIONAL ENGREER FOR RENEW AND CQ'MNT& PLYUIOOD GHEATHNG 6EE 6TPXTURAL 2ND FLR W.T. m (PER ELEVJ - ROOFNG AND FLA6HNG V DRIP 6 Mb ACWOR6 EDGE PER mmm "WIRANTHE M 6 REOLIREMENT6 WRAP FASCIA WTH BREAK METAL h1AS0I•!r SOFC S[AIN SQ 6TR4G71RAL 4O, 2.6 WOOD FASCIA GEE 6TR)CTURAL FOR FASTENERS VENTED GOFFIT PER ATTIC CALC'6 14' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAIGED TRIM PER ELEVATION$ 2ND RR WNDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: In x I'-m' BAND DTL. C SCALE: 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdeaigngroup.00m AA 8: 0003326 E 0 C 9LTHDIV. a I.OT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL' E401 "2828-ENSLEY" GARAGE 9WING: LEFT PAGE: FRONT & REAR ELEVATION "G" 160 MPH EXP. C 20 PRINT 10 26 21 DATE: SCALE: 1/4p= Y'-0" SHEET A3 G ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e Dbv OUTLET 20 AMP 61MXX FM2LE IIOv CUTLET 110v OUTLET w of oun.ET WIRED To mwrcw OR IVY OUTLET nou~D WMINO F^L NTERpTEm (TAI'IPER RESISTANT rTPE) 220V OUTLET (4) WIRE COSlCTION yp 6PI Ma WATERPROOF OUTLET GINA D FATLT NTSTlRPIER SIWTCM SWITCM 3-SLAY OPER W4 SWITCH 4-WAY OPER WALL MQNTCD LIOMT CEILING LIGHT © LED CLG LKiwT ©vr LED VAPOR PROM LIGHT O vP VAPOR FROM LIGHT OQ mocafto, GAM eVCR. FAN 1 OM PER SG. FT. VENT. FAN uVaMT I OM PER SQ Fr. —WITY LOW F x(uac (ePWL TBD by L UCUOCENT WRAP ® (LRECE9 T ARCU4 RglD 4 2-FILE WRAP r.MT ( ARaND —� 2' FLUORESCDT 4' R 10PNOCENT Q W—�--� C N TRACK LIGHT O PANEL sib METER OSD. SMOM DETECTOR eoT uu eaeoue I tw 1 WALL MOUNTED qmpm DEga" 0ATL EdQj!jE W[y9 S/CD ® vvKE D!fl!CTOR Come GATT. wakwe M NR-GONNmL'IED R 6NALL EE A DmTANGE OF NOT LESS THEM 4- MWM PENDANT LIGHT MAnIRAL GAm CUTLET TELEPHO E JACK WM c1 To TO RE aLITveTED 0 CiT[R AIR CONDITIONING DISCON I CT rIJ m[vTelOrl JA« SOX RM To To M DANCE TED N O J.BOX ACCORMARKEOASS C BOX I OPIlICT N SUCH FOR ►n Box REQUIRE uLNG P/YN,LIOHT TO BESIETORIED N AOQOIOA uP EON MARQD odrocnoN uaN FOR S S 24• NCAIOESCWT Law STRIP Ong x• INCANDESCENT 1.1awSTRP Onnnnnnn U• INCANDESCENT Laver STRIP FLPOD LOW, OPT. SEOURtt Kerrao PAS PUSH-BUTTON FOR CHIMES uee PORT LOCATION GIP TV JAa(6 N PHONE OUTLETS N PANS TO BE VERlIED • HO'EOINER PRE -CONSTRUCTION MEETING. • ALL B N 20 AMP BRANCH CIRWIT6 TO OE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF EMM TtH EDSON Mmm) • NEO zln_ zmn EarIOX • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KUTCFEN CIRCUIT) • 018WWASHM DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF Be CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M0013 FBOR TnN Ee1TION (20201 • LALDRY ROOM NYD DMNW1SIiR REGTTACLE SMALL BE GROUND FAULT CROUIT-INTURRPTER PROTECTION FOR PERSONNEL. ON FEEDERS • URNS METHOD SMALL BE NOW METALLIC CABLE PER ELECTRICAL PRDNSIONS OF MISM TrHJ�n (zmzm) • ALL WORK TO C 4MY WITH ELECTRICAL. PROVISIONS OF THE RSCR TTw ED r2m2mz • ALL LIFEPS SHALL eE N16I er•rsn SY SWLDER AND Tms OF LtlMTNa TYPE PER EFFIC®NGT) 2mtm. TUP FOREIGN Rsmel ■ PATIO WP GFI UMG — — II Tv ROOM �+ 1 ' DMG a ROOM TO 2ND FL. BUTCH S/CO ® PRE -WIRED �� rC.— CLG FAN \ 6'-3' STOR. I I GFI ILL L qp ' lu O / J ~ WH GFI • 44' GFI 0 44' I I I AFF. AFF. r I I _--_ I OI OUTLET q\ FOR VENT `-BOLLARD '� � - - -� OR MICRO AS RECL PER / L __ L BLOCS. CODE / P.B. FOR — GARAGE ON ' chom \ �' MUM PAN. — i OPT GFI LIEF i I I �xTESS GARAGE 1 --- o \ ----- / L METER J GFI GARAGE — — FIELD DOORPREWIRE �,,� / ® LED LIGHTING VERIFY 3 S� III I LOT:. a Coll I I BATH#2 ® SINGLE LAV. ul BATH •! GFI IRRIGATION OUTLET o 48' APP.OI!EK — — — — — — — — — — — — — — — — — — — L — — — — — — — — — COACHD BEDROOM k2 �`� ,/'� GFI w�m.ti�,TH I-ftaNrcm�)ITON2AVAT� LIGHT __�-_-----_'�' ENTRY c`. ,� (CONDUIT TO TERMINATE ABOVE eoPRT . ovcRNAING.) ` 150 AMP ELECTRICAL RISER P.D. FOR L j CHIMES HOT TO WALE. COMBINATION SERVICE M NMP PRE -WIRED DISCONNECT SWITCH AND DOlJ40 VOLT GENERAL NOTE& M ELECTRIC PETER IN 1 PHASE CLG FAN A ELECTRICAL MATERIALS AFD INSTALLATIONS SMALL NEMA 3R ENCLCSUI! P7.0 CO'IPLY WITH ELECTRICAL PROVSICNS OF THE FECR TTH PaPEL EDmoN r2d201 LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS, ISOARP B. ALL CONDUCTORS SMALL BE TYPE TMMMITHIN INLES6 NOTED OTMERwx. FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 ONE E m S � a 9VHDIV. So LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL: E401 "2828—ENSLEY" GARAGE 8111IING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C TELERIOTa sIMR.ncE "" TELEVISION ENTRANCELIJ ewwN= BRRRINCE NGUIPPIENT sourm if POWER COMPANY ^ N TRANSFOR ER MTERDYSTEM OQOMIG 0t' 7ERIaT Lau GCE voLTAGEAGE 024NECTION6 a NO PRONOE Bm AMP. "440 vMT, I PMAS! SECOPD I V cu SERVICE GROUND COP/ECTED TO ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (aU IN CONCRETE ENCASED POOTER STEEL PER 1-14" CIA YJEDULE N PVC CONDUT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FSCA TTW PRINT JAM ALUMNM (AL) N Y' DIA SCHEDULE SO PVC mlTtd Mm2m) DATE: 101 26�21 ELCaDIJT U� SERNCOOOCE I�PRONDED BY ELECTRIC m)S" DIA X S PT LOP, COPPER CLAD GROUND ROD SCALE: 1/4"=1•-0" COMPANY PRIOR TO BID. SHEET E1 OND II 11 I I II ------- II Il I Il II I I I I I I I I I I L El —Ej Z+ - I WH. --- I III • z I� 0 FI. ' L 30'�p =_- D O REF ,yO^() - - --- - V m LAV. WC _ LAV. 9 -- LAV. , LAV. - i' ---------- Ell . . . . -- SHWR m rn•- 24'-0' 5'-1' 2'-8' 1-10' I L ml bill FIRST FLOOR PLUMBING PLAN SECOND FLOOR PLUMBING PLAN 2'vTRy WASHER SCALE: 1/4 . I'-0' SCALE: 1/4 . I'-m• I I/22' -`/�R JJI 1 1/2. yII' 2Tu®/I/2' 3.I i la' SHWR I I LAv 12' We I 2' SHWIR 3' IL LAV 2' VTRA 2' I --"I } KITCHEN i IR V �I IR' T 2• SINK W/ AUTO VENT 3' TUB/ SHU R 2' LAV PLUMBING RISER DIAGRAM 4' CO 4' TO MAIN 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J m ati 0 0 F 3 SLTHDly. & L7 . ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODELa E401 "2828-ENSLEY" GARAGE BM/ING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 9l 2021 E 10 28 21 : 1/4"=1'-0" P1 2X4 TOP PLATE PLAN COMM DEAD PRE -FAD TRUSS �' TWM 2 GOAT a, cm on 1/2. CLG. BOARD 19�ASTWt AppL�w emicTuItAL MR 094m TLr TO MASOMW 2r F.' a0 ATTAMM TO PW.L NOTE: STUDS IN 5' DIA. SLEEVE, CL.LAmFM PARTITIONS SUPPORTING DO NOT CUT ARPI110VA4. M1Q U2• DRYWALL WALL HUNG PLUMBING REBAR x'01O aAL SaALA T" 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL PIPE s11ATFew snap LONGWOOD, FL 32750 CABINETS SHALL BE NOT LESS THAN 2x4, WHERE BOND BEAM O NOT CUT FnLc�i�avera.suLw AICUOroY PH:407-7748078 10"M ALL SOLID GROUT THE BOND °� Tw.vcx WWI. OoaenAw� www abdesigngrro p.com SECURE BY. 78 2X4 WOOD SPACED NOT MORE W/ (I)- 5 BEAM 000 e..�D "� AA M: 0003325 PLATE TO SLAB STUDS e24' THAN I6' O.G. OR, NOT _ �� aTeeL (2) COURSE REBARS ovamauc DOM Wu Wd MASONRY O0' LESS THAN 2x6, WHERE NAIL 321 or— SPACED NOT MORE MAX THAN 24' O.C. -- APPROVAL R:Q T1 4= eY otWtRs PASTW=To IeooM TRACK SWACT¢re uv Ff1a=T . SLAB AF"PWVAL Ra 0'-m• FIN. FLR (E)PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS D1 SCALE: 3/4'•I'-0• D1 SCALE: •I -0 N'.Ii 1 TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2. BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBCR W51L ES ROOF SHEATHING 66 AS PER SHEET SNI 14. FIBERGLASS SHINGLES THICKNESS AS PER PER STRUCTURAL DETAILS WITH UNDERLAYMENT AS PER FBCR 908.I.i. SECURED PER ROOF SHEATHING SHEET SNI. TE SECURED PER FASTENER SCHEDULE AS PER FBCR 908I I THICKNESS AS PER FASTENER SCHEDULE ROOF SHEATHING SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH V S. 2x FASCIA PER SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX 1'�"EWG �• T�55 Ax. BOARD ELEVATIONS O. ELEVATIONS Y2 REFERENCE PER ELEVATION VENTED SOFFIT IY STRUCTURAL VENTED SOFFIT PRE_ENG . SEE ENERGY CODE FORMS FORRJW TRUSS WALL SHEATHING CONT. 2x RAT RUN FSTRUCTURAL DETAILS RED PER O INSULATION R-VALUES THICIQ'IESS AS PER � WALL SHEATHING REFERENCE STRUCTURAL SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION SHEET SNI. SECURE PER I' 0' PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE 2x FASCIA PER 7YP. 2x FASCIA PER ON SHEET SNI. ELEVATIONS Oy.l. ELEVATIONS S/S' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T, FURRING RENCE STRUCTURAL STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED 24 1/2' THICK 2 COAT PORTLANDSTIMPS DIRECTLY TO MASONRYPORTLAND 1/2' THICK, 2 COAT GTP•WL.•BD. CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. WOOD BASE DIRECTLY TO MASONRY WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ — ° �, 0'-0' FIN. FLR 0'-0' FIN. FLR ° _ }, 0'-0' FIN. FLR • • ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE I -If. IN a ENGINEERED PER ASCE 7-I6 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 4 NTH EDITION, SECTION R301.13 AND 160 .S.1. AND 1609.5.1. n W/ WINDOW OPENING TYP. WALL SECTION � W/ WINDOW OPENING n TYP. WALL SECTION " H n NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 'OUDDIV. Se LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL: E401 "2828—ENSLEY" GARAGE 8TrMO: LEFT PAGE: DETAILS 160 MPH EXP. C a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r-5-'\1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4•.I'-V* UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE ` WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES t 2� (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. AR 907 PRINT 2128 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9®5.1.1. AS PER FBCR W5.1.1, ROOF SHEATHING ROOF SHEATHING THICIWESS AS PER THICKNE86 AS PER SHEET ON]. SECURED SHEET ON]. SECURED PER PASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. T ER PRE-ENG WD. TRUSS 24' O.G. MAX LE 24' O.C. MAX METAL DRIP EDGE— METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES D I -® O. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS IT TYR OR /2 ' HIGH STRENGTH CLG. BOARD VENTED REFERENCE Ix2 FIRE -STOP SOFFIT STRUCTURAL -4.I INSUL. REFERENCE I ( STRUCTURAL I I w J ( I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E A GLUED AND NAILED 1/2' THICK, 2 COATS PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY M MASONRY R IX2 FIRE -STOP LEVATION IX2 PIRE-STOP---' SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD -- IfIEeR -L VAION IX2 FIRE -STOP IX2 FIRE-STOP—� R-4.IINSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT DIRECTLY TO PLASTER APPLIED STRIPS • 24' O.G. DIRECTLY TO MASONRY 8'CMU MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP . 6 BATT INSULATION REFER TO ENEIRsY CALCS FOR VALUES 5/8' GYF'8UM 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 LEVATION R 17LEVATION 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. PURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 41 n W/ WINDOW OPENING�nLWITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'-1'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 0: 0003325 a la U +� 6 m m b 0 p Q � p w SUBDIV & IAT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT* 04181.04C-03121 MODEL E401 "2828— ENSLEY" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET D TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V IA' X S' J-BOLT UY 4' MIN EMBEDMENT W/ 2' X 2' X V&' WASHER ! NUT OR (W (2) Vx' X V ANC14OR BOLTS VS' WASHER 4 NUT ® xx II TO Six W/ CE V4'TAPCONS I N' EMBED. 8' OC. 4' END 018T. I VJ' EDfiE 016T. s,oee,------------- xX6 GARAGE DOOR BACK SECURED W/ (5) 1/2' X VJ-BOLT OR ANCHOR BOLT6, W/ 4' MIL EMBEDMENT, W/ 2' X 2' X V8' WASHER 4 NUT. lU WITHIN S' OF TOP, (V WITHIN V OF THE BTM, (3) EVENLY SPACED. o m NOTES, ALL ANCHOR& SHALL BE IN ACCORDANCE TO M ANUPACTURMS ® INSTALLATION INSTRJCTIONS WERE d IRA Tle*m A Mai& 6TYDYENT GARAGE DOOR 1 BUCK ATTACHMENT 3J s w',rs O' Cm 1,2' DRYWALL ix4 P.T. OR 5/4'X4' MM. SECURE THRU FRAME 4 1'X4' EXTEND 1-1/4' INTO P.T. NAILER BLOCK UV 3/16' TAIEC.ON6 DOOR CAGING MIN SWANK SIZE .148 MIL HEAD &IN 300 MIN EMBEDMENT 1-1/4*WITHIN VOF EACH END DOOR JAMB OR WINDOW ! b' OC. MAX 6PACMG ATTACH TO xX PER MANUFACTURES DETAILS. NOTE, &HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4') DOOR JAMB TO BLOCK +3/4' OR +5/4" A A TO BLOCK +3/4' OR +5/4" 2X4, Will SECURE TO BLOCK W/ 3A6'TAPCONS MIN SHAIIK SIZE J48 MIL HEAD 612E 300 MIN EMBEDMENT 1 1/4') WITHIN W OF EACH END 4 W OC. MAX SPACING. 2X6, 010 SECURE TO BLOCK W92) 3AW TAPCONS MIL SHANK SIZE J45 MIL HEAD SIZE 300 MIL EMBEDMENT 1 114') 8, CM WITHIN W OP EACH END 4 IVOC. MAX 6PACING. IR' DRYWALL 2X8, 1=1 ' SECURE TO BLOCK P.T. NAILER IV(2) 3A6' TAPCONS MIN BNANK 612E J45 DOOR CA6MG MR HEAD 612E 300 MB'BEDMENi I V4') IL WITHIN VOF EACH END 4 w OC. MAX DOOR JAMB OR WINDOW 6PAC ' ATTACH TO 2X PER MANIFACTURES DETAILS. NOTE, SHAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4v DOOR JAMB TO BLACK +1 1/2" /e1ADID01► TO BLACK +1 1/2" 2X4, WE SECURE TO BLOCK UV 3/16' TAfr," MIN 6HANK 612E J45 MIN HEAD SIZE JIM MIN EMBEDMENT 1 V41) WITHIN 8' OF EACH END ! to, or MAX 6PAGMG. 2X6, SECURE TO BLOCK W92) 3/16' TAPCON6 MIN 6HAK SIZE 345 MIN. HEAD 813E 300 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END e' cm 4 ia' OC. MAX SPACING. 1/2' DRYWALL xXB,� SECURE TO BLOCK 1102) 3A6' TAPCGNB P.T. NAILER MIN SWANK 61ZE J45 TAG' O.815. X 4' MIN. MIN HEAD 61ZE 300 MIL EMBEDMENT 1 1/49 DOOR CASING WITHIN 8' OF EACH BAD 4 W OC. MAX 6PACMG. DOM JAMB OO 6040M ATTACHTO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/16" n11INDOR TO BLOCK +1 16/IB" 2X4, m SEGUE TO BLOCK W/ 3/16' TAPCGNS (MIL SHANK SIZE J46 MIN HEAD SIZE 3" MIN EMBEDMENT 1 1149 WITHIN S' OF EACH END 4 W OC. MAX .PAGING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2)6, 0B THROUGH NON-STRUCTURAL SECURE TO BLOCK 346' TAPCON MIN. 1.114' WK2) 3/16' TAPO" EMBEDMENT INTO BLOCK (MIN SHANK, SIZE Ab MIN HEAD SIZE 300 MIN EMBEDMENT 1 V49 WITHIN 8. OF EACH END 8' cm 4 IV OC. MAX SPACING. IR' DRYWALL 2X& ❑ I'X4' SECURE TO BLOCK WK2) 3A6' TAPCONB P.T. NAILER MIL SWANK SIZE J48 DOOR CASING MIL MEAD 612E 300 MIL EMBEDMENT 1 1/49 IUITMIN 8' OP EACH END BPACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" r111IND01► TO BLOCK +2 1/4" 2X4, ® 2X4, SECURE TO BLOCK SECURE TO BLOCK W/ WAH/11.' TAFC," (MIN. 1/4' TAPCONS (MIN SHAH, SITE Ab MIN. SWANK SIZE J48 MIL HEAD SIZE 3" HEAD 61ZE 300 MIL EMBEDMENT 1 1/4.) MIN. EMBEDMENT 1 1/4') WITHIN 8. OF EACH WITHIN 8. OF EACH END 4 I8. OC. MAX END 1 10' OC. MAX SPACING. - SPACING. 2X6, = 2X6, SECURE TO BLOCK SECURE TO BLOCK WK2) SAW TAPCONB Wtt2) 1/4' TAPCONB (MR MIL SHAK SIZE 148 SWANK SIZE J49 MIN. MR HEAD SIZE 300 HEAD SIZE 300 MIN. MIL EMBEDMENT I V4') B'BEDMENT 1 1/49 WITHIN 6' OF EACH END 8' Cm WITHIN VOF EACH END Vcm 4 to. O.C. MAX SPACING. RE I/!' DRYWALL 4 B• OC. MAX &PACING. 2X6, 1/2' DRYWALL SECURE TO BLOCK SEC I'X4' 6ECUIE TO BLOCK 17(4' WA2) 9A6' TAPCONS P.T. NAILER WA2) I/4' TFB P.T. NAILER MM. SWANK SIZE J45 DOOR CASING MIL 6WAIJ45 MIL HEAD SIZE JIM MIL HEAD 00 TA6' O.B.D. X 4' MR MIL EMBEDMENT 1 1/4') MR EMBE1 V4') WITHIN 8' OF EACH END WITHIN 8. OH END DOOR CASING 4 IS' OC. MAX 4 IV OC. M «"'� DOOR JAMB OR WINDOW SPAGMG. DOORJAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. MAIIFACTUIES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �1�N� w 'rn w4nrt( a:4" 2X4, 1110 SECURE TO BLOCK W/ 3A6'TAPCCNS MIL SWAM. SIZE J46 MIN. HEAD SIZE 340 MIL EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 IS' OC. MAX 6PACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO MOCK THROUGH NON-6TRIUCfURAL WK2) 3/16' TAPCONB SAW TAPCON MIN 1-VW MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIL HEAD 61ZE 300 MIL EMBEDMENT 1 V4') 6, CMK! LA WITHIN S' OP EACH END 4 IW O.O. MAX SPACING. U2' DRYWALL 2XS, ® 1'X4' SECURE TO BLOCK P.T. NAILER WK2) 3A6' TAPCONS DOOR CASING (MIL SHANK SIZE .145 MIL HEAD 81ZE 300 MR EMBEDMENT 11/49 WITHIN S' OF EACH END 1 18' OC. MAX &PACMG. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MENDER WKxJQd WITHIIN 8' OF EACH END 1 6' TO 8' O.C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIPACTU 06 DETAIL&. DOOR JAMB TO BLOCK +3" i>1RTNnnA Tn ninr.T( +s" NOTE, 5141M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3 7/16" mwy TO BLOCK +3 7/18' 2X4, I>o SECURE TO BLOCK W/ 1/4' TAPC4" MIN SHANK SIZE J45 MIL HEAD 812E 300 MIL EMBEDMENT 1 1/4') UTNM 8. OF EACH END 4 0' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) 1/4' TAPCONG MIL 3A6' TAPCON MIN. 1-1,14' &HANK SIZE J45 MIN EMMOM ENT INTO BLOCK HEAD SIZE 300 MR EMBEDMIENT 1 1/4') WITHIN 6' OF EACH END S, Cm 4 18' OC. MAX BPACMSi. N' DRYWALL 2X8, ® VX4' SECURE TO BLOCK P.T. NAILER W/(2) 1/4' TAPCONS I' P.T. X 4' MIL MIN SWANK SIZE J49 MIL HEAD 812E 300 MIN. EMBEDMENT 1 V4') DOOR CASING WITHIN S' OP EACH END 4 19' D.C. MAX 6PACMG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3 3/4" 111IIND0W TO BLOCK +3 3/4' 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 i EE IN sp a WW np 0 np 4 [ABBOTT vHDIV ao IAT: PARKOT#3 BLK#12PHASE 4CROJECTLy 04181,04C-03121 MODEI4 E401 "2828-ENSLEY" GARAGE STrING: LEFT PAGE: DETAILS 160 MPH EXP. C oji N21 IS RINTATE: /10/26 21 CALE: 1/4"=1•-0" HEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLe MANUFACTURER CATEGORY DESCRIPTION VE SDIE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 21473.10 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBOR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2DZ3 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 153533 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 F8CR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-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 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.2 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 1Z/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/32/2024 15216.1 OWENSCORNING - RHINO U20 ROOFING UNDERLAYMENT 2020FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19902.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/Z023 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 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE:08/16/2021 44 alp 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA 1J: 0003326 V 124 w k u m S Q q. uj mmm SVHDiv. & LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL: E401 "2828-ENSLEY' GARAGE OWING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C Rd_AW A ABOUCFFACRA L AR NO 93723 PRINT 10 26 21 DATE: / / SCALE: 1/4"=1'-0" SHEET D 4- APPROVED BUILDING WRAP SMALL ISE LAPPED A MINIMUM OF 4'z4' KELP -ADHERING MEMBRANE 6' �� 6' . VERTICAL LAPS (ROLL PLA614M (COMPATIBLE W) HOUSE ENDS) N 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVERALL SEAMS NEED TO BE TAPED 4' WTFI PORTIOER BFNEATHMG TAPE LATH VERTICAL LAP TO DE I' TAPpOIREyED WOLMxren ONTPIPE R / 1' OR LESS PIPE 6ELP-ADHERING MEMBRANE PENETRATION 1 PLASHING (COMPATIBLE W/ WOL16E PREFORMED CONTROL JOINT .� �' THICK 3 COAT CEMENT FLANGE OF CONTROL. JOINTS T \ PLASTER MATERIAL) OVER 4•z4' SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH • �' URB LAYER 4. PORTINBER \ j ..I PLA614M OVER APPROVED OG. MAX (VERTA �L DO BUILOMG PAPER HOLM WRAP. apt I• Mb! LM . METAL LATM NOT FASTEN CONTROL JOINT TO / \ ` PLASIIIHG ro oereNo ONTO INI.E 1441 N. RONALD REAGAN BLVD WALL EVEN P STUD EXISTS LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES LLV APPROVED METAL LATH "LEGMAY BE USED TO TEMP. FASTENED *1' (VERTJ O.C. MAX f X X X X ' PH: 407 - 74-40 8 SEGUE CONTROL JOINT 4T BLPPORTB X X X — CUT AND OVERLAP ONE SIDE OF FAX At07-7744078 DURING INSTALLATION WRB LAYER I, \_— SELP•4DFIERIY+ MEMBRANE www.abdesigngroup.com PA6TENERS TO OE SPACED STUCCO WRAP METAL LATH FLASHING CAT AND OVERLAP ONE SIDE OF AA N: 0003326 I STEP 01 STEP "1 FLASHING RING MI•SIBRAFE • T Or- MAX VERTICALLY WOOD S@AIHUIC. WRB LAYER •I, II' THICK 3 COAT CEMENT PLASTER STUCCO LAYER R, eTucco WRAP I erucco WRAP METAL LATH t = �` ';' - s . - " r=L_ IIRNL LAYER R, FOIRTFIBER S . *0 s Ty <<, I "! T LAYER 4. PORTIFIBER H BUILDING PAPER + :'<M`nr.; _ - ate#.•.'. WIl6 LAYER 4. FORTIPIOER BUILDING PAPER Ir� )Y I rrru. I eru154 IF STUCCO WRAP 6'z1' SELF-ADIlREVO MEMBRANE FLASHING OVER 4'z4' 6ELP-ADHERING MEMBRANE \ qAp I APPROVED se �'�R Sea LA H SMALLN LATH SHALL NOT WOOD 6FEATNMG INSTALL FMTENF'-IP8 (CLIPo• .• To a- s•n s• I STRAPS, STAPLES) AS FLASHING TO EXTEND ONTO PIPE dlTTSHALL /i 4'z4' SELF-ADNERIY MEMBRANE ,POINTS B[ STOPPED AND PIPE( WIRE TO RW9NG PLA6NMG OVER APPROVED TIED AT EACH SIDE �� / �� PRO- VIDE MAX. r n.i L1TN PER ASm CI06! - - \ PLACED FLAT MAX. 6' TO S• LA 6' T LAP. A• — ALL LAP FROM CONTROL JOINT WHEN L \ CONTROL JOINT PALLS ON STIBICIURAL STUD /�� r / 7 1APER LAP 1`r••/! SCALE. 1 IR'.I'-0' CONT. BEAD OF SEALANT L PASTENER6 FOR LATN TO BE NAILS Ole-i INSTALL APPROVED NCUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASm CW&3 INFILTRATION BARRIER OVER 2. WERE TIES TO BE (NO. IS) 00416' WIRE /- SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITION \ ELASTOPEItlC COATING OVER STUCCO/ TO WALL STUD6 PM=IRED PER PLAN QV. FINISH (SEE T P WALL SECTION) VERTICAL LATH WI L u � Iy R R p0 Q iyyS�� Wp Q qL Q S V. LL & PAPER DETAIL HOOD STUDS SECTION PER ry E�IIoT 10" �iriNOlnE NOTE. SFEATNMG NOIIm ply e.ppli a n�aer SIDE LAPS OF METAL rpuil.m.nb of ASTM C 82&1 Bb. PLASTERBAD"TO SHALL OFRAMING SECUREDBE BUILDING Immll and np 1 M„ TYPE CONTROL JOINT THEYS1NHALLLL09 IrIEED PATER `011 AST 1787, A5TMC1063-T9., U) BETWEEN SUPPORTS WITH 00415-K (121-IMIM) STUCCO x' LAP • LArw W WIRE AT INTERVALS NOT )' LAP •PAPER MORE TWIN 6' (27S-MM4 O roL tft.M.MA AS PERASmoR663. 3A PIPE PENETRATION pET/41L (FRAME) IE aD T. CRIAW . PT. O ® ® ®KICKOUT FOR PAIR S,TEARS HORIZONTAL LATH N.T.S. DETAIL M Y B LAYERS, reARe WA4 BE PATCHED $S PAPER DETAIL PER M E WRAP TAPE PER MMIIII SPEC. OR )'OLD PEEL I STICK H6 WOOD SHEATHING: OMpwD M AR . ® a MOLD RAWAD . Pr. A OR CMU DISAER Pc WR5 LAYER 01, &CREAN: R.a C STUCCO WRAP (FRAME ONLY) 4 MOLD PT. C OVER 1". •' ;V O TILL PT. C TOW4406 ODTTOM MLAFM ® }' THICK, 3 COAT CEMENT ® FI PLASTER (FRAME), 1/2' 2 COAT [^ CEMENT PLASTER (CMU) LEGEND e"M—t METAL LATH (FRAME ONLY) ® LAP WRS i TAPE OVER DRAINAGE PLANE (WR5 ROOFIWALL SCREED KANN LAYER *1, STUCCO WRAP) SEAL I". pQ tN� cvr. r THICK 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WR5 LAYER *2 ( FORT I F 15E R — - — — — — — PLASTERTPIIMOI.UN•TCOAT E GALV. METAL FLASHING C MIMr M.AbMt (NAIL TO ROOF DECK NOT BUILDING PAPER) WRB LATER -2.RowA BER '� F WALL SHEATHING) BUILDING PAPERIIIIAN't aar) �. WIMLATER MORANLain CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT laV9DIV. & NWT ABBOTT PARK LOT#3 BLK#12 PHASE 4C pleoizcT# 04181.04C-03121 MODEL' E401 "2828-ENSLEY" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LAM• LATE! P OWILOMI W OVER"LNo FLA MO. EroP �� .. STUCCO m CMM ROOF CEMENT ROOF PER ELEVATIONS WOOD OR 7/lrol ZIP WALL i SHEATHING g `� I SELF-ADHESIVE FLASHING IrT NOTE: —WIPER MAIL (ADD al a METAL LATH: LATH TO 5E PER SECTION TtlIR y �� D,ra R'103,11 / ASTM C-1341-14a MIN. 2.5 L55. PRINT "10/26/1 TS PMOM " PER SQ- YARD (UTI ITY OR NOMINAL SCTALE: 1/4'=I'20~ OLIO• Boom DveB.P Y. 'MA°DIA'"A" LATH DOES NOT MEET SPECIFICATIONS) SHEET '"A �r O"L" FLASHING 5 N.T.S. V d �nT A INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(8) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLABI.IMG TO BE: i`•X: L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE .'- TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND i-� VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ADD& y1 CAULKING a JOINT ALL I I PER SECTION R703. Exterior lathing and plastering Exterior use of portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-18b. .)C 1 Installation of exterior lathing and framing I shall comply with ASTM C 1063-19a, 1 Yc; or ASTM 1787. WRB LAYER 9, STUCCO WRAP I.. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) SHEATHING WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION _ -METAL LATH a' CMU VINYL CASING BEAD W RAISED BAND neee'vnaan W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STCNE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) UJRB LAYER 02 (FORTIFIBER - - - - - --BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPE UNDER 'QUICK FLASI A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION `ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO Ya' MID -WALL WEEP SCREED �6' 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 M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP *1 STEP *3 WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRDCTURAL MEMBER • T' O.C. MAX Y.- TO & MID -WALL e nsasieen ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINIM4 • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER •I, STUCCO WRAP WRB LAYER h, STUCCO WRAP 9 APPLY 60 MIN 6ELF GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP It LAYER 92, FORTIF15ER BUILDING PAPER STEP *14 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #o' OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 u 0 B c 4 avHarv. as LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL' E401 "2828—ENSLEY" GARAGE ®WIMG: LEFT PAGE: WALL ASSEMBLY DETAILS v.160 MPH EXP. C 9 PRINT DATE: 10 28 21 SCALE: 1/4"=1'-0" SHEET WA2 WOOD SHEATHING EXT. WOOD FRAMELD COLUI'N 814EATHING WRB LAYER 01, - WEATHER RESISTIVE STUCCO WRAP WOOD UIRB LAYER'], FORTIFIBER SUB -FLOOR DECK( PRE-ENG'D TRU88 FINISH LAYER (2 LAYER GALV. 3' X' L 26 DRIP METAL DRIP EDGE BARRIER M �� I R RESISTIVE CONSTRUCTION BUILDING PAPER PEEL i BTICIV SET IN FULL BED OF ')Y HAT CHANNEL i' THICK, 3 COAT CEMENT WEATHER RESISTIVE 6' I>EEL i SEALANT.)§' MIN. I; ,; 6' 8A1' \ ' TYPE 'X' DRYWALL PLASTER BARRIER I STICK • DRIP SPACE FROM DRIP PEEL i STICK 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE EDGE TO FACE TO TREX 1)6'x3' 'L' FLASHING TO SHEATHING BEHIND WEEP SCREED BARRIER -2 / DECK FULLY EMBEDDED WOOD SHEATHING ` � 4• POSITIVE DRAIN WEEP SCREED J' THICK, 3 COAT CEMENT`/ VARIES PLASTER M ROOF CEMENT i Yt' X 3' 26 GA GAL V. METAL LATH Ys' GAP FOR BACKER METAL DRIP EDGE WRB LAYER -I, / \ STUCCO WRAP WOOD SHEATH( I VXI i'i P.T. OR SIMULATED ROD i SEALANT GET N FULL BED OF Yi' GAP FOR BACKER SEALANT, K' MN. i' WOOD (TREX) FILLER VINYL CASING BEAD ROD i SEALANT SPACE FROM DRIP THICK, 3 COAT CEMENT rr PLASTER CONTINUOUS I FACE TO TREX BARRIERATHER 818TIVE 6' SELF-ADHEREING WATER PROOFING 4t WEATHER RESISTIVE VINYL CASING BEAD i FLASH( WRAPPED r I :�\\ • EXTERIOR GRADE;: LAYER l2 LAYER PEEL i BARRIER -I �il WEATHER RESISTIVE . TOP OF WEEP SCREED ., ;. TO 9HEATNING BELOW DRY WALL STICK) WRAPPED FROM .- BALCONY DECK TO WEATHER RESISTIVE BARRIER 4 WATER PROOFING t LAYER l2 LAYER PEEL "'�' BARRIER 4 EXTERIOR COLUMN WRB LAYER -I, STUCCO WRAP 4• POSITIVE DRAIN WEEP 6CPEED i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK DECK MEMBRANE, i STICK) nab COLUMN SHEATH( 6' GAF. EXTEND OVER DRIP PEEL i STICK WRB LAYER 4, FORTIFIBER NO GAP M FIELD VINYL CAST BEAD SUB FLOOR EDGE I I BUILD( PAPER rn � (SHOWN FOR CLARIFICATION OF ®® 9' X 3' 26 GA GALV. SUB FLOOR FULLY EMBEDDED N FULLY EMBEDDED i SEPARATE ACCESSORIES ONLY) METAL DRIP EDGE ROOF; CEMENT -:' ' • W SELF-ADHEREING �• - SET IN FULL BED OF SEALANT, K' MIN. 11S' X 3' 26 GA GALV. FLASHING WRAPPED LAYER M, •CORNER OF CANTILEVER ' SIMULATE ATE (WOOD (TREX) FILLER SPACE FROM DRIP I K'XI 1¢' P.T. OR SIMULATED DRIP EDGE SET N FULL BED OF STUMETAL CCO STUCCO WRAP �v 4' P081TIVE DRAM CONTINUOUS FACE C ING VINYL CASING BEAD WOOD (TREX) KILLER SEALANT, ' MN. AMICO AM"-WFWC-hem 1 y 2 WEEP aromen Ys' GAP FOR BACKE CONTINUOUS SPACE FROM DRIP CUSTOM CASING BEAD - - ROD i SEALANT WATER PROOFING 1st Yi GAP FOR SEALANt RAGE TO TREX VINYL CAGING �m - �� -------- FINISH LAYER (2 LAYER LAYER l2 LAYER PEEL i OPT. BACKER ROD. PEEL ' STICK) WRAPPED FROM MODIFIED 9® WATER OFING.LAYER lot DRIP 1LIENT 3/4 RESILIENT BALCONY DECK TO (2 LAYER (2 LAYER PEEL i NO N FIELD (SHOWN QA FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @PAMILEVER EDGE HAT CHANNEL CANTILEVER PLASTER3 COAT CEMENT 3/4 RESILIENT VNHYAT 9MG LBEAp STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER CASING BEAD METAL LATM ]' THICK, 3 COAT CEMENT 10 A DTL. ® CANT. 5/8' TYPE X. DRYWALL I D i PANTED WEATHEROOSH PSIS RESISTIVE 5/t TYPED DRYWALL PLASTER METAL LATH LEGEND �SXTUI BARRIER N SCALE, 1 1/2'-1'-& FINISH WEATHER RESISTIVE URED i PAINTED WOOD BHIEAtHING i' THICK, 3 COAT CEMENT BARRIER 4 FINISH FINISH � 4' POSITIVE DRAIN 4' DRAINAGE PLANE (WRB PLASTER w POSITIVE DRAIN x4' P 1TIVE D i' THICK, 3 COAT CEMENT P SCREED NOTE- VINYL CORNER BEAD -- PLASTER METAL LATH: LATH TO BE PER SECTION LAYER 01, STUCCO WRAP) VINYL CASING BEAD NO GAP INFIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATIONr (SHOWN FOR CLARIFICATION OF VINYL B YL CASTEAD R103.7.I / ASTM C-841-14a, MIN. 2.5 L58. WRB LAYER 02 (FORTIF15ER — — — — — SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP 11A EDGE INSTALLATION BALCONY 11C EDGE INSTALLATION DRIP @ COLUMN LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x (W/'T' FLASHING) WOOD CONSTRUCTION STUCCO WEATHER RESISTIVE WOOD OR -1/16' ZIP WALL BARRIER 'I SHEATHING 3/4 RESILIENT WEATHER RESISTIVE HAT C4ANEL BARRIER 4 SELF-ADHESIVE FLASHING VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL i METAL LATH W/TEXTURED i PAINTED WOOD SHEATH( FINIS- J' THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN nEEo ssr_�EEn VINYL GAGING BEAD i NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTCN RESISTIVE M RESISTIVE 4 "-i' THICK, 3 COAT CEMENT Li PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED i PAINTED FINISH WOOD SHEATHING i' THICK, 3 COAT CEMENT / J V N V IB /- HEADER/BEAM PLASTER VNYL SEPARATE ACCESSORII @DR E INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a '1' O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14 A CORNER BEAD (a) FRAME .k21_ /�.k CORNER BEAD (FASTENER ! SPACING ® -I' O.C.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N OF ONLY) 14B CORNER BEAD ® BLOCK WOOD SHEATHING WRB LAYER -I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER-1 METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING , DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 02, FORTIFIBER BUILDING PAPER( METAL LATH J' THICK 3 COAT CEP PLASTER (P'SELF-ADHERING FLASHING DRIP CAP — WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www,abdesigngroup.com AA S: 0003326 1 Wool IV a 0 ° 0 Q [suBDIV. do LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL• E401 "2828- ENSLEY" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C - WOOD SHEATHING —� WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH _fEXPLODED J* THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER •I, STUCCO WRAP WRB LAYER "2, FORTIRBER BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING Yi GAP TYP J' THICK 3 COAT CEMENT - CASING BEAD PLASTER P THICK, 3 COAT CEMENT SEALANT PLASTER TO TRIM METAL LATH � IX TRIM MEMBER METAL LATH • STUCCO TO ; SIDING TRANSITION WRB LAYER n, FORTIRIBER ; BUILDING PAPER SIDING WOOD SHEATHING \ Y„ / I WINDOW FRAME __..._. �d WRB LAYER $2, FORTIFIBER WRB LAYER ry, WRB LAYER h, i �� BUILDING PAPER STUCCO WRAP ' STUCCO WRAP I � E-Z BEAD VINYL CASING CASING BEAD i (W/%' FLEXIBLE PVC BACKER ROD) i 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO I WRB LAYER 01, STUCCO WRAP, CASING BEAD WRAPPED AROUND FRAMING MEMBER 18 (CROSS SECTION) I 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING WO � ATM MEMBER DETAIL BELOW EXPLODED WOOD SHEATHING FOR CLARITY WEATHER RESISTIVE BARRIER -1 - WEATHER RESISTIVE BARTER -2 TY "Al. LAP SIDMWG I \ LAIN AD'RMG------------------------------------------------- -------------------------------------------------- W SELF -ADHERING I a THICK, 3 COAT CEMENT R.ASHMG �. WEATIM RESISTIVE Y4' GAP TYP 1 EARNER.1 %� CASING BEAD PLASTER 'T WEHE ATR RESISTIVE / STARTER STRIP BARRIER a / �\ .. BAER ; SEALANT TO WINDOW METAL LATH \� y •' SELRAOFBRING FLASHING ' r.ALVD METAL \ GALW F�ASHu�r.'4L i WRB LAYER $2, FORTIFIBER :' FLAeHRIVG I BUILDING PAPER `. I WINDOW FRAME WOOD SHEATHING TRIMMEMBER I m OkTJOD6r SWyAJLArEI'ilR eR \ 1 / OR GAP 1L.NG APPROVED SEALANTVi SIDING TO STUCCO WRB LAYER "I, ® BLOCK TO FRAME I STUCCO WRAP 19 TRANSITION 6' WIDE PEEL 4 STICK OVER FLANGE ! WINDOW FLANGE NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER "1,ulow IoN 011'o T i STUCCO WRAP WOOD SHEATHING— WEATHER RESISTIVE- BARWER An*R IR�ESISTIVE _ BAWEWRB LAYER 02, F-ORTIFIBER 'IJk'xRt'-',�'aL"'eID BUILDING PAPER HERING- METAL LATH STARTER STRIP- J" THICK, 3 COAT CEMENT 00 NOT cauLlc d!— (EXPLODED VIEW FOR PLASTER d""OMETAL— 'Z' FLASHING CLARITY) =bl r'�°EMB'E l CASING BEAD @ RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I' -O' S' SELF -ADHERING FLASHING BA' ARWIER TWER BBAWERER I r \ iFL'�M RING WEATHER RESISTIVE BARRIER 9 TO LAP •• MIN. ABOVE TOP OF 'Z' FLASI4M SAARRRIEER RESISTIVE WEATHER RESISTIVE BAWLER -7 WEATRBR RESISTIVE BARRIER q (W W FLEXIBLE PvC BACKER ROD) SIDING TO STUCCO `WEATHERREBISTIVE ® FRAME TO FRAME CARRIER �� TRANSITION 1 -7 \ E-Z BEAD VINYL CASING 2X FRAMINGv A (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ----------------------------------------------------------------------------------------- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIF15ER BUILDING PAPER) METAL LATH STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING x—x—x—x 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003326 y g y aUnDiv. ae LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT* 04181.04C-03121 moDEL: E401 "2828— ENSLEY' GARAGE 9V/ING: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C PRINT DATE: 10/26/21 SCALE: 1/4"=l'-0" SHEET WA4 AVAL#A E � SHOULD SE TAKEN IN KEEPING THE VENT PROPERLY e• AND 1P ALIGNED. VIM PIPE IS SEALED IF UTLIIED. NAIL IN PLACE S HONN IN 4' GALVANIZED CH CORNER. RG SHCkIL BE IJEOT O IE!I NE t THE SHOULD BEAPPUEO TO AlL SHINGLE EDGES NEAP THE IXJIER EDGE AND A THE ENTIRE PERIMETER PS CVTOUT GOOSENECK VENT OPENING IN THE ROOF RECOMMENDEDIN REVERERE NEATMER COASTAL SHEATHING. SRE THE EP ENT IN ACCORDANCE N1TH THE CONSTRUCTION ZONES. CHARTS INTHEEVENT ANECWNIGTL VENT FAN IS U3ED, SIZE THE VENT OPENING N ACCORDANCE N1TH THE VENT FAN 1MNUFACNRE'S %FIND CONFECTION INSTRUCTIONS. DO NOT CUT INTO TRUSSES OR RAPIERS NHEN OUTING THE OP��EMQNG IN THE RR MOVE INTERFERING SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SO TlUT THE HNLING FLANGE OF THE VENT LAYS RAT TO THE ROOF SHEATHING. SLIDE THE TOP AND SA FLANGES OF THE VENT lP AND UNDER THREES. INVENTFLANGES TOIAY ON THESTHGLES. THE TOP OF THE SHINGLES. -II_ ROOF HOOD VENT DETAIL B 111 WE CUT HOUam~ AT 40' AIVSLE a YIODIPIED 11. OUT ' N HOME~ LINE OF UROQU OPtNNG \ AFFROAD HOUSE~ OAR SHEATHING OVER ED STUD MALL STEP 1 INSTALL .•- MASHING DHERNG R.AeNNAILING OVE ANGE Ja•ee EXTEND FLASHING MN IEGILL.FLEXIBLE\J/\ FLEXIBLE RASHNG DO NOT SEAL MOTTO" 1 --' FIN STEP 6 *0. TENPO FOLD -I HOUIE TUCK P at iEA FOLD N AT INSTALL S' SELF-ADFERNG PLA64M OVER VINYL HEAD RAGWING (WTH END DAMS) NAILIG PLANGE I IDL7ED SeLP-ADHERINa PLAISMINIS 1• MN 11EYO EEYOND DAME IFL.AaIISIG INSTALL VINYL PI CAP ASPHALT PLASTID CEMENT MOLDED AROUND BASE OF PIPE AND OVER FLANGE ALIGN R.MIINb ITV W. EDGE OF SILL MO. MEGHANIC-ALLY FASTEN FANN IE I&I MAP NAILS, STAPLES; INSTALL DUPONT PLDGRAP AS TH RASING AT THE FOLD WOUBV TAP COW N TAPE DIAGONAL CUT l ACRDSS FEAR of wINDOw MN PLUMBING VENT DETAILS RPPLY 46. F SEALLA AMEa Alt FITLY TO AFDMU NA LANGE N 'RE-PVtH IOLEIS OR INSTALL V WD8 ADIEINA - S ACPW R MILE R.ASHND MATERIAL OVER DRIP GAP .low (PROTEOTO-SNAP DT-29.41, GF EOWIV) STEP 7 STEP 8 141:�o WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS STEP 9 M MASHING OAR JOINT VALLEY CENTERLINE 33• VADE VALLEY FLASHING 10 FMTNERS NITHIN 5GI OR HEAVIER FELT S• OF CENTERLINE XTRA FASTNERS IN UNDERIAYMENT 1 \ END OF SHINGLE I) NDENDSHNGLE ASPHALT ATLIT 12•BEYOND . VALLEYCENTERUNE ROOFING CDAENT /I • SIPPED OFF _ CORNER AT OS DEGREES ASWNGLES TRMV.IED2•BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, APPLT OSI Mal (O EQUAL) SEALANT A WNDOWACI'N JOINT. FLUID APPLIED PLAamm (LANI70 WRITE -SEAL RO-N OR EOILLLA SLOPE SILL TO EX L IT 18 THE CONTACTORS WORONa115I1-TY TO VERIFY THE COFIPATIDILITT OFALL PRODUCM INDLUDINo HOUSEU2RAP, SEALANTS 4 ;ELF-ADHERNG M-48M 6 MATERIALS USED OURNG CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANFAGTU ERS EAITTION SPECIFICATIONS SEALANTS MAY TRACT ADVERSELY F NOT COMPATIELE- CCLEAN AND REAL JAMS TO BILL JOINTS WITH DOW IM FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOU.N SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRIIBION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WNDOW WITH SEALANT NOM L IT IS THE CONTACTORS RESPGN8IBILTY TO VERIFY THE COFPATREILITY OF ALL PRODUCTS NCLUDI G IEALANTS 4 I IE P-ADFERSG R-ASHINO MATEIALS RUED OUP04 CONSTRDTION. 2. FLASHING AT EXTERIOR 04POIG AND DOOR OPFNNGS SNAIL ESE INSTALLED N ACCOImANCE UIITH MARFACTI#ERS NSTALLATICN INSTRUCTION/ AND APPROVED METHOD U OF MC RIODA U N ACCORDANCE UNTH FENESTRATION MANIFACTUIERS NSTALLATION AND R.A m INSTRUCTIONS. WAINN@nt WALANTO MAY REACT ADVERSELY Ilk NOT !COMPATISLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTB 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F p y��� p0 a OUZO C Q UL Q U Lu KW C Ian W RE POOR aLOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEU E401 FT2828—ENSLEY" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 I ROLAuo a n 1 93M AR No a J PRINT 10 26 21 DATE: SCALE: 1/4"=V-0" SHEET WA5 / \ \ 1/8' TEXTURED / FINISH • WOOD, IR' TEXTURED .. -- - --- +- 2x& SUB-BANb FINISH cm x x .. r.,;,, W/I'x4' NOTCH METAL LATH .. x x x x ... - .-- / / - END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP fi 'I WOOD SHEATHING OR Cm x x x x x x x x x x x x x 1\ 1 DRIP EDGE 1\\ WRB LAYER "I, STucco WRAP(FRAME ONLY) x x x x x x x x x x x x = WRB LAYER 4, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x - FRAME OR CMU I 1/8' TEXTURED I� FINISH a WOOD I 2X6 SUB BANo ----- (FRAME ONLY) CEMENT x x x x x x x x x x x x x x x x x x x x x x x x FELT PAPER �\ I I/a : 1/2' TEXTURED x x x x / FINISH *p CMU x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE \� x x x x x x x x \� METAL FASCIA WRAP Yo, FROM �� ©PLAN 5 METAL KICK OUT x x x x (REFERENCE POINT ONLY. FOR WALL OFF STUCCO, IFROM WOOD WALL SET OF COMPONENTS) `—EXTERIOR WALL (FRAME OR CMU) \� a V IL �\ NOTE: NOTCH FOR 2X�o \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �� FOR CLARITY ROOF DECK (BEYOND) oo DRIP EDGE, I' OFF WALL 77 (NOT INTO STUCCO) �1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS &'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C@) WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Ig'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w a c HL7HDIv. a LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODELA E401 "2828- ENSLEY" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 2g DATE: 10/26/21 SCALE: 1/4"=l'-0" SHETE�TT dV A6 TET- 0 4" CONC. �I SLAB IL6 0 BD I FM-16x18 w I 4 2 8'-01'1 - aw O w FILLED CELLS fD I w - w b U G 16" O.C. MAX UNO 1A 1.1 wIf oOCj ` p I ii — EXTEND —FM -iBx18 a: to i111 CHAE 4" PVC I � SLAB 1 1/2" Q 4 1 1A 33'-11" I m 4 co UP TO 2ND FLOOR 0•-0" F� IN. ELEV. (FIELD 1 FINFIN. CONC. SLABLAB 11 VERIFY EXACT I LOCATION) #3 BARS 1.1 i g m T-0" LONG CWC-12xl2 W110" HOOK 1 118" O.C. — — — — m — EXTEN I I N m SLAB 5 12"q I 0 iv 11/2" I 5 I3'-2" I I. 11'1 w I V PVC I It 8 11 CHASFOR E N 1 ISLAND ii 1A 2 I I I ii 0 - SIM. v m II w I� FM.20x18-.} 765 O N U N 2 27'-4" 10'-8" Lo Y I II I m FM- EXTEND/2" L FM-16xl8 F1-24X24 16x18 SLAB N _ _ I I I 6NT 4" CONC. 1 1A M 3" SLAB w 2'-8" F1-24X24 16'-0" 6'-1"" I awl 9 °' I I +-3 1/2" N al I —.j m m FM-12xt8I �0 I e 1 to W LL 1.1 1.1 U 0 U 0 4 ( w O u 1 — — _FM_16x18 uJ— Y FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES NTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED NTH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 18" (2)#5s (+)0'-0" FMC-1208 12" CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES FM-16xl8 16" CONTINUOUS 18" (2)#5's (+)0'-0" FMC-16x18 16'. CONTINUOUS 18" (2) #5's #5 IN CURB VARIES TE-1 W. SEE PLAN W (1)#5's #61N CURB CW-12xl2 12, CONTINUOUS 12" (2)#5's (2)#6's CWCA202 12" CONTINUOUS 12" (2)05's (2)#5's #5 IN CURB (+)0'-0" F-24x24 24" 24' 16" (2) #5's (2) #5's (+) 0'-0" FMC-20X18 20" CONTINUOUS 18" (2)#5•s VARIES FM-20x1B 20" CONTINUOUS 18" (2)05's (+)O'-U' Ft-24x24 24" 24" 17, (2)We (2)#5's 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774 4078 www.abdeslgngroup.com L AA #: 0003325 S ilii U m ® Y b b Ix aUHDIV. do LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL.• E401 "2828- ENSLEY' GARAGE 8TfMG: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 2� PRINT DATE: 10 2g 21 SCALE: 1/4"=1'-O" SHEET sl 3"' MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — - — CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND d 4 u SPACING REQUIREMENTS a REQUIREMENTS S BE GARAGE DOOR RECESS IJ 8" CMU WALL b 8" CMU WALLI—FCORNERBARS, SAME SIZE AS LARGER BAR B' b i +- IN FOUNDATION WITH 30" LEG EACH0'-d' OF SLAB WAY A ALL CHANGES IN DIRECTIONSTOP SO THAT THE STEEL REINF. IS CONTINUOUS LAB TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS il CURBFOR SEE SLAB SCHEDULE {BAR SIZE 48 BAR DIA. EXT. PORCH SLAB ,-a• 4" CHAMFER (1-STORY) 18" � - VARIES SEE SLAB SCHEDULE TOP OF GARAGE • •FOOTING EXT. PORCH SLAB 4" CHAMFER CONTINUOUS STEEL MONOLITHIC REINFORCEMENT SEE SCHEDULE �:p. MASONRY UNITS SET AT ELEVW/12" ISOLATION 8"CHAMFER (2-STORY) (WHERE ♦ - #4 24'W/1/2ISOLATION (1STORY) I . � CHAMFER (2-S70RY)APPLICABLE) 0•_a,JOINT i SEE SCHEDULE #5 30" `6" PPLICABLEE))E ._ � A i SEE SCHEDULE ONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE #6 36' FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY � AND BAR QUANTITY NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), LIND 1 #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6cALE:3/4"=T-0' 2 @ GARAGE BCALE:3a"="°" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z J POURED CELL IT,CMU 5 a EBAR O.C. 0 CENTER OF STEEL REINFORCING IN GROUTED LAB CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS N x0 5 NEW REINF. BAR z SECUREDW/2-PART ' T CAPP EPDXY. MIN. EMBED o ° GALVANEDIZED PIPE dd § W/FLANGE BASE S FOLLOW ALL MANF. F i F I 4" CONC., REINF. W/ I SPECIFICATIONS FOR USE AND w m Z 6"x6" 010 W WM ON 4 PREPARATION OF 8" CMU WAL L t 6-MIL POLY ETHYLENE to w 4„ 4, HOLE. w VAPOR BARRIER ON 1.-0. WELL -COMPACTED • SECURE FLANGE TO - TOP OF SLAB CLEAN FILL TERMITE SLAB W/(4) 114" X 21/4" .I. TREATMENT SHALL BE 4 •. BORA-CARE TAPCONS SEE SLAB SCHEDULE • u , •� (2) CONT. #4 REBAR f QQQ 4" CHAMFER (1STORY) S' CHAMFER (2-STORY) z ` "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND MONOLITHICALLY WITH (2) #5 RE AR ON CHAIRS , -- _- FOUNDATION AND SURED LAB �• SEE SCHEDULE SC 17, MIN. DEPTH INTO z 2,ODO PSF VIRGIN SOIL OR 95% FORE BAR SIZE �// AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL COMPACTED SOIL SLAB HEIGHT LESS THAN 3'-G" pER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP MONOLITHIC FOUNDATION /,--�-FOOTING AND COL. PAD FOOTING W/ BLOCK WALL SCALE: 3/4"=1' 0" 1 A SCALE: 3/4"=T-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16C COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVERER STUD OF WALL W/PLAN AND NAIL W/ COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. S' 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2. STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO SLAB W/10d MASONRY BTM. PLATE TO BE PT. SLAB W/100 MASONRY NAIL NAIL 17' O/C STAGGERED. PROVIDE DBL. TOP PLATE 1T O!C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. W LINTEL CONT. (TYP.) SLAB SCHEDULE B" CMU FILLED CELL (TYP.) [SEE d-0"SEE SLAB SCHEDULE 2X WALL FRAMING P OF SLABd-0" 1POUREO UPDIA. SIM S' TOP OF SLAB a• MINIMUM EMBEDMENT INTO BED ENT I TO c GROUTED CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX 4'• t e: SEE SCHEDULE EQ EQ SEE SCHEDULE FOR WxO, BAR SIZE AND BAR QUANTITY FOR MQ BAR SIZE AND BAR QUANTITY � INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO SCALE3l4"=1'-d' (NO UPLIFT) `9 SCALE:3/4"=r-o" (::U (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3l4"=1'-d' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 A a ul U y� 4 EUIBDIV. & LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECTO 04181.04C-03121 MODEL E401 "2828—ENSLEY" GARAGE 9WING: LEFT PAGE: DETAILS 160 MPH EXNC PRINT 21 10 28 DATE: / / SCALE: 1/4"=1'-0" SHEET s1.1A FIRST FLOOR DOWEL PLAN SCALE: 1l4"= P-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 rc 8 w U � a o � m S g k a w- � eV8DM & LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEIA E401 "2828-ENSLEY" GARAGE 9WINd: LEFT PA I'IRST FLOOR DOWEL PLAN 160 XM E . C PRINT DATE: 10 26 21 SCALE: 1/4"=1'-O" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR Jc VARIES PER ELEV, _ • 9 TO HORIZONTAL-— REBAR W/ 10" HOOK i GROUTED BOND BEAM VARIES PER ELEV. •, #5 BARS 3 FM 10" HOOK ° oe .•�° a CLEAN OUT REQUIRED _�:e —.— a ° per' FOR INSPECTION 0'-0" FIN. FLR. •a TIE ERTICAL REBAR • . TOHORIZONTAL 1 a1� REBAR W/ 10" HOOK �L BAR SIZE 48 BAR DIAL Y� < #3 18" CIVIL UNIT METHOD HORIZONTAL/VERTICAL CONTINUOUS BARSZE 48BARDIA.#7 METHOD ##44 2'' #5 30" #5 W" ,�OFFSET 42' HORIZONTAL/VERTICAL ARE NOMINAL S ZESNS on* '/ MASONRY SYMBOLS * 3 SCALE: 3/4"=T-0" REINFORCING REINFORCING #6 4.. #7 47' a I NEW REINF. BAR SECURED W/2-PART g a EPDXY. MIN. EMBED 5 6", LINO 5 FOLLOW ALL MANF. € o SPECIFICATIONS FOR I USE AND PREPARATION OF J HOLE. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-11 1441 N. RONALD RFAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdosigngroup.com AA #: 0003325 � a y W. la SID o aXMDIV. ae LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL• E401 "2828- ENSLEY" GARAGE at+►iNC: LEFT PACE: DETAILS 160 MPH C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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. HEADER SCHEDULE MARK DESCZTI014 REMARK Oi (2) 2X8 BEAM SCHEDULE ZaERM 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 (psi) WH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x16 (1)#5 (i)l� N/A GROUTED SOLID 882 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN 81, LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 b K pp Q SVHDIV. & LiOT" ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECTO 04181.04C-03121 MODEU E401 "2828-ENSLEY' GARAGE OWING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT 2128 DATE: 10 / / SCALE: 1/4"=1'-0" SHEET s22 NOTES TO THE INSPECTOR/CONTRACTOR TYRVIX8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 �' 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING F g, �c • PLACE STEEL HEIGHT. 01 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 WI1#5 TWO COURSES ARE BOND SEAMS NTH A #5 BAR IN EACH COURSE. TYP. 8k16" � p� S. 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 / / 1#6 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. a• 1441 N. RONALD REAGAJBLVD a 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1S'DEEP.VERTICAL REBAR W/ 10"HOOK jO'��8x16 DSL BOND TOP OF LOFL327BEAM W/ (1) #5 BAR BOND BEAMF'H. 407-774807naEACH COURSE FAX- 407-774-007www.abdesigngroup. 8x8 BOND BEAM TOP OF AA #: 000332E • �OQ�N` F=FILLED W/GROUT W/(1)#5 BAR .ti; BOND BEAM 3o-TYPICAL I Sl• U=UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOI OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINT ILI #5 BAR IN BOND BEAM BEAM COURSE SEE NOTE 5 fig. F�Ep �16-1 T/1 �/c B LINTELW/(S#5 BARR NOMINAL LENGTH OF BAR = WIMASONRY e pFti HEIGHT #OF#5'S, TOP OPENING-2' BEAM DESIGNATION CORNER IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR n OF BOND BEAM THAT XFXX-1T/1MNB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM Bx8 PRE -CAST CONCRL SCALE:34"=1'-0' (DEREEINFORCING AND XFXX- 1T/OMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, NC STEEL TIIT IS THIS ENGINEER'S INTENTSCALE: 31,V=1'-0" TO PLAN FOR LOCATITOP AND XUXX -1T/1 M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION U mW � :A19 Y ��Q�IN Q p QQ m V Q IK Q #5 BAR BENT AS SHOWN PRE -CAST .31/C' WINDOW e. C SILL Z E - SLOPE so ZS q N OPEN FACE SHELL SO Wc AS TO ALLOW BENT L BAR TO BE PLACED IN 0 UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION AT CORNER STEP SCALE:112'=1'-0 `i SCALE: 3/4"=T-0" 19 a a SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF s. FILLED CELL BOND. BEAM ea o 0 0 a PROVIDE #5 BAR AT EACH SIDE o WOOD SEC110N FASIENERSPACSIO d. =2" MIµ 2 }" MAX 5.=2 t"MIN, 9"MAX s =1 }" MIN, 2 }"MAX ee =}" MIN, 2 }" MAX d> -2" MIN, 2 }" MAX %=2}"MIN, 9"MAX � M &=1}"MIN,2}"MAX ea=t MIN, 2}" MAX d. =2" MIN, 2 }" MAX >ro=2 f"MIN, 9"MAX M2d s, -1 }" MIN, 2 }'MAX ed=}"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 BLJHDIV A. LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL: E401 "2828—ENSLEY" GARAGE OWWO: LEFT PAGE: DETAILS 160 PH E . C WHERE: d6 = END DISTANCE ca = SPACING BETWEEN ADJACENT FASTENERS SiA IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS �y ed=EDGE DISTANCE i^,� 2.. `U� J STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS ELEVATION OF BOND BEAM �o� DOUBLE STUD W/ 10d NAIL ATTACHMENT NO W7 7 SCALE:34"=1'-0 O SCALE N.T S. PRINT 1� 28 DATE: 2 � � 1 SCALE: 1/4"=1'-0" SHEET s2.1A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST Z3< PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TypE LENGTH SUB 8/8.OB 16.1r 1T 1Tro 1T/OB -1T/0B TYPE LENGTH 8/8 PLAIN 8!8 SOLID TYPE LENGTH g/e-1r 8M8-tt 6rza-tr en4-1r 6na-tt e/sz-tr e/e-1B 16.1T/1 1T/1 tt/1 1T11 4T/1 a16.2T I ells-2r eno-2r vA-2T er16.2r 6re2-2r 3' 6' PRECAST 1438 952 3114 4217 5321 am 7531 3PRECAST 889 1024 3' 6" PRECAST 1569 3624 4394 am 6132 7001 2 65 6113 am 7706 9031 10000 1569 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3945 4765 5587 4'-0" PRECAST 514 763 4'-V PRECAST 1363 3060 3816 4570 5325 5079 1981 6113 7192 am 7627 8751 1363 3060 3815 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 3606 43ao 4'-0' PRECAST 398 591 4'4" PRECAST 1207 2582 3375 4043 4711 5379 1825 T 5743 7547 6752 6541 7555 1207 2707 3375 4043 4711 5379 5'4' PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4' PRECAST 411 411 5' 4" PRECAST 1016 low 2374 2044 3513 4064 1319 440D 7196 7342 5780 6259 1016 2276 28M 3399 3981 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 9D9 1499 1971 2443 2915 3387 1161 3005877 609e 6548 5776 NO 2090 2593 3107 362D 4133 B 8" PRECAST 892 1139 3227 3031 3707 4383 5061 8' 8' PRECAST 410 721 6' 6" PRECAST 835 1201 1578 1955 2332 2700 1139 3227 45M 7054 100Do gg2y 635 lose 2329 2790 3251 3712 T-0" PRECAST 570 936 2498 2205 2698 3191 3885 T 6" PRECAST 303 534 T-0' PRECAST 716 ow1181 1482 1743 2025 938 240 3408 4864 7067 04n 727 1624 2025 2426 2827 =6 9'-4" PRECAST 428 633 15M 2204 2481 2818 2621 9'4" PRECAST 192 384 9'4" PRECAST 454 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2184 2519 10'-0' PRECAST 388 487 1247 1787 1904 2183 2M8 10' 8' PRECAST 151 301 10 8' PRECAST 356 468 612 755 ON 1042 650 1407 1897 2781 3222 3784 504 1100 tan 1783 1710 1989 11' d" PRECAST 330 544 1312 1742 2252 2888 9830 11' 4" PRECAST 132 417 11' 4" PRECAST 430 408 am 053 777 8n 544 1312 1742 2252 2888 3552 486 1042 1372 1843 1470 1710 12'-V PRECAST 308 507 1210 15M 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 388 476 587 we 783 507 1210 1�8 2048 2688 3171 440 940 1300 1680 1314 1478 13'�' PRECAST 270 433 1045 1365 1732 2167 2535 13' 4' PRECAST 82 298 13'-4' PRECAST 308 303 393 484 576 645 414 1045 1385 1732 2316 2005 396 780 1057 1312 1071 12D3 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 279 278 300 443 526 we 390 978 1272 1606 1950 2389 378 717 961 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8' PRESTRESSED N.R. 283 14' 8" PRESTRESSED 239 422 506 on 746 gee 456 1079 1429 1624 2277 2712 246 863 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 484 674 684 793 412 1014 1340 1703 2118 2513 230 ete 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 17'-4" PRESTRESSED N.R. 183 1T-4" PRESTRESSED 197 328 ass 451 587 ON 300 866 1121 1413 1739 2047 192 am 720 501 1135 1312 1914" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 206 348 430 513 595 235 736 959 1200 1467 1716 186 429 023 803 950 1098 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-4' PRESTRESSED N.R. 125 21'4' PRESTRESSED 142 219 308 381 464 627 1g0 598 e33 1036 lies 1468 142 373 537 000 ale 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 22-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 166 660 7B4 882 1203 1381 137 358 613 659 779 am 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR �'-0' PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 246 302 300 418 129 45o e54 n4 1014 1147 124 319 455 581 1 687 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCT'S ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.00m L AA #: 0003325 Wu n m 1y��� pp o yL 1QpQ1 �I_u 0 >SUBDIV. & LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04 —03121 MODEL: E401 "2828—ENSLEY' GARAGE SWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 29 PRINT 10 26 2 DATE: 1 SCALE: 1/4"=1'— 0" SHEET S2.2A FRAMING NOTES: 1. U,N.O. ALL STRAPS FOR ROOF TRUSSES TO BE. CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS.. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME. SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S 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 Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE: TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r--------� FIRE � DRAFT STOP 3/4" SUB FLOOR —� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS _ ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOOD l DRAFT STOP PRE-ENG. FLR. JOISTS II 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" bJOIST HU48 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 a a a1 U w ID 0 g Q O N 0 ISLTBDM & LAT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL• E401 "2828-ENSLEY" GARAGE OWDIG: LEFT PAGE. - FIRST FLOOR FRAMING PLAN 160 MPH FV. C HE PRINT DATE: 10 28 21 SCALE: SHEET s3 14 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE HTSM20 W/1010d TO (9) 10d x 1 "NAILS TO TRUSS "ROOFNdALUFLOOR T'RU S ANCHOR WITH TRUSS AND (4)1/4" x 2 1/4" B{2) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1" NAILS TO TRUSS FASTENER SCHEDULE" (9110d x 1 }" NAILS TO 6, 8" x 4'-0" MAY BE ADDED CONT POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3' OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C{t) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSM20 INSTALLED ON PRE-ENG TRUSS NOTE: APT SYP A'2 2' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) tOd x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED (2) 61MPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAR UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 WITH (12) 16d x 3 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 TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4079 1x2, ix WOOD FASCIA ACCOMMODATE TRUSS A{i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL wwwsbd"gng prom SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J" x 5" TITEN HD TO CMU AND (12) SOS AA #: 0003326 2x ECURED W/ (3)16d - }' x 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 1 Od TRUSSES (9 24" O/C, lx2, 2x WOOD FASCIA (2) }'x 5" TITEN HO TO CMU AND (18) SDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)+J' x 5TITEN HD TO CMU AND (18) SDS J' x W 1x2 SECURED W110d 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, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 2" COVER & 2" APART B 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 3 SCALE: 3/4"=1'-0' 1a 1b 1c GIRDER CONNECTOR(S) SOAL "'"' 2a 2b 2c TYPICAL ROOF QAL 3/4=1-a GIRDER CONNECTOR(S) 6'4r MAX WIX4) GR 1d.T MAX (wrm4) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM. CHORD W SO SO & WI � 4 0. BRACING, SEE CC PLAN FOR LOCATION MAY RF(11NOT PER RF ELEVATIONBE 1%— PER ELEVATION RFC( IRF I_.INRT TD T('1P PI ATF PRE-ENG (JOIST LSTA12 20 GAUGE W/ 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 BERB� BM�IK= TI BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAL. /— 2X4 BLOCKING BETWEEN BRACE W/ (3)1BRACE EATRUSSES WHERE TRUSS X-BRACING IS PRESENT AT COVER 6 TRUSSES) TO 4•-(T O.C. (AT SHEATHING ILA 9?— 4500 3/4" WOOD PANELS OD PANELS 8000 (2) 72" WOOD PANELS 80 (2) 72" WOOD PANELS 90 2z LUMBER W (2)12d TOENAILS 5/8" GYP UM BOARD OR 1 'HIGH a. STRENGTH CLG. BOARD O'-0'TO 60--(1)'X"BRACE DOUBLE TOP PLATE LVUIJOIST WITH 3)-:'X: O ACE (3)' E BRACE SECURE 2X PT. PLATE 0 (2) "X" BRACE DI CENTER TO BLK W/ 12" DIA. BACKER BLOCK (2)'7C' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x4 OR 2x6 WOOD BEARING MAX,BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 5' WALL W/ SYP No 2 STUDS SEE AX.OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 21 WOOD FASCIA, MIN. EMBED. AT 32" OC a PLANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED W/ (2) 10tl DEPICTED SEE PLAN SEE ARCHITECTURAL MAX BTM. PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD SECURE GABLE TO 2x8 PROVIDE DBL TOP PLATE 12" GYP. WL. BD. INTERSECTION TVP. PRE-ENG GABLE TRUSS P T. PLATE W/ 2d's 9, BTM. CHORD BRACING STIFFBACK(AS PERSSENG O.C. MAX11, 8Hii8 BACI®t&= HTT4 W! 5/WA .B. WITH V SCALE: 3/4"=1'-0" TRUSS ENG) CONT. 2x4 SECURED W/ 1MCINSIS SECURE ST. PLATE TO (2)10d's Q EACH TRUSS 4500 3W WOOD PANELS SLAB W/10d MASONRY NAIL MIN. T' EMBEDMENT 10 BE INSTALLED 6000 (2) 12' WOOD PANELS 1Z' O/C STAGGERED. fj TO SLAB & (18)16d x =; 10-0 O.C. MAX. ADDITIONAL METAL 2-112'NAILS TOPOST., PERPENDICULAR TO I -JOIST 80 (2) la' WOOD PANELS CONNECTORS NOT POST TO IT DIRECTLY 90 2x LUMBER REQUIRED WHEN NO ON SLAB _ (2) 2P T UPLIFT IS PRESENT. uJJ u tl 24" MAX. VJ/ 24" MAX. WI "^^^ _" - -' - - - - Ott Cul-ICUUIt rurc (JOIST (JOIST SPACING FRONT �,: BOND BEAM RED. 4a SEE FRAMING PLAN TYP T,P LEDGER -.-•'_'"�--'-' °= END OF LEDGER s °°�4 • ° °°' a -•'� ° ee ° �. a BOARD 4 y� z mi (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASHER&512" LEDGER BLOCK WALL W/ GABLE END `► 5 WITH IJOIST MIN. EMBED. (TVP) 7 I SCALE: 3/4"=T-0' SCALE: 3/4'"="°' (NO UPLIFT) PRE-ENG D TRUSS PARALLEL TO I -JOIST (2) 2X6 S' MAX. ENO SYP. P.T. T S 24-MAX, W/ 24"MAX. W/ SPACING F SH IJOIST IJOIS7 FRONT SEE FRAMING PLAN P. T,P END OF LEDGER " � a w LEDGER w F,r NOTCH DEPTH 114-D d e e BOARD w THE USE OF ALTERNATE MATERIALS MAY BE HOLE EDGE >518" bD 2X8 SYP P.T. V4"XS' TAPCON LEDGER BOARD TO W/ 3" MIN. EMBED REAR Stmwv. de LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT* 04181.04C-03121 MODEL ' E401 ' 2828— ENSLEY' GARAGE BVFMG: LEFT PAGE: DETAILS (I —JOIST) HOLE DIAMETER 160 MPH EXP. C 2/5•D SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TQ [_JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, HOLE EDGE >5/8" 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) 3/4"° 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 11yITL�i/j EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTSM-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 1 I 1 I B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" 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 / 9 EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE LL MI GALV. AILSLES, TO 210 HEADS AND(2/4"WEDrZ'GAL,NAILToJOIS EMBED (24) t6d GALV. COMMON NAILS TO HEADER AND (2) tOtlx1-12' GALV. NAILS TO JOIST EMBED COMMON FLOOR JOIST LEDGER SCHEDULE ASIM SIMPSON OA OR LGT2 ROOFTRUSSES ARTHE CONNE TIONS INDICATED. A FLAT OR IST STRIP IS NOT EQUIVALENT E SUBJECTO UPLIFT, FI AND F02 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE kM. END DISTANCE CENTRAL SPACING BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5' SUBJECT TO F1 AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A . A DOUBLE SYP 2z8 1/4" 8" 24" O/C MAX. B DOUBLE SYP 2x12 (2) 314" 1 8" 24" O/C MAX. E - SIMPSON MIU4.75/16 O < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, S' MIN. AR W723 STUD NOTCHING %1 AND BORING LIMITS O SCALE: 1 12"=T-0" FL#17241 WOOD LEDGER �„� ATTACHMENT DETAIL `� SCALE: 3/4"=T-0' A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/JSOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS OOD LEDGER DETAIL (I -JOIST) 17J SCALE: 3/4"=1' 0' �1�ALTERNATE MATERIALS I I SCALE: 3l4"=1'-0" PRINT DATE: 10/26/21 SCALE: 1/4"=V-0" SKEET S3. 1 A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING I PLATE STRAPS W/ odx 1,I. (JOIST LVL 1l2"HDGNAILS WALL / FLOOR FRAMING, (-JOIST PARALLEL TO WALL #8 WOOD SCREWS x 7'LONG@3"O.C.; STAGGERED AS SHOWN DEL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.lA 8" CMU WALL -P : REINF. PER PLAN - 7' X 8" TAPCONS T PER ELEVATION u. O �pU o JJ� (JOIST (SEE' rc $ y FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 24" MAx. NAILER W/ MASONRY NAILS ? y @ 12'. O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE:34"=1'-0 #8 WOOD SCREWS x 7' LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL �, ; 314" AS SHOWN REINF. PER PLAN y,• PER ELEVATION IF Z y O H. o O� __:::I IJOIST (SEE z FRAMING PLAN) PER ELEVATION (2) 214 P.T. W/ r DBL 2X12 SYP iY2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 1OB3.1A. @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG -(Y AT FIRST TWO BAYS 4'' O.C. (AT a NG' PRE-ED WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TREE (TYP) O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x8 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. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)1 Od BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING, SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE ' O• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. • 0' AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE PLATE TO SLAB W/ CONT. 2x4 SECURED WI (2)10o's @ EACH ED FILL ALL HOLES, DO NOT USE WASH WEDGE ANCHOR W/ 2" 10dx 3�ASHERSET IN STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @10'-0"O.C. MAX. EPDXY 5-12" EMBED. MIN. 016' � n.. � nl.. A n.. I VC! I V V 1 Vl. OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRUSS TO POST CONNECT,D,, SCALE: 3/4"=1'-O . a' A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. • , B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-'IMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 114'k3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10)1l4" X 2 1/7 SDS TO POST �Y�TRUSS CONNECTION @ L.B.W. POST TO SLABCONNEOTION SCALE: 3/4"-V-U' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26) i6d x 2.1/7NAILS TO POST. 1441 N. RONALD REAGAN BI LONGWOOD,FL3275O PH: 4O7-774-6078 FAX: 407-774-4078 www.abdoslgngroup.com AA #: 0003325 C W O U a _LLL_A BVHDIV. & L ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT* O4181.04C-03121 MODELi E401 '2828—ENSLEY' GARAGE glVf MG: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C VTCR SPACING (1) AT EACH END VTCR AND 6-W O.C. MAX. \ Li SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 d p>p G aWW� � W 0 cl 0 w Ll _L S W E 00 x � O StMDIV. S. LiOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODELa E401 "2828-ENSLEY" GARAGE SNFIIVG: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774$078 FAX 407-7744078 www.abdosigngroup.com L AA 1F. 0003325 ti % s wW. u Ll U q Q YC 4 U stMDIV. ae LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT 04181.04C-03121 MODEL E401 "2828-ENSLEY' GARAGE 8WING: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 21'4" 20'-0" 17'.4" 16'-0" 14'-8" 11'-2" �v4'_2„ Fl 12'-8" Y Y q ;o m Y N VI C N 4 N `v 4 i 20'-2" v fV Y q N 10'-0" � (ACT SECOND FLOOR DOWEL PLAN SCALE: 1/4"= 1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003325 W ® Q StmDIV. Z I/OT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEU E401 "2828-ENSLEY" GARAGE SWING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 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 PBS36, .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. BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I 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 (psi) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. FOP MID SIZE SPACING BB1 MASONRY 3000 8.16 {i)#5 (1)M5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#8 NIA GROUTED SOLID SEE SHEET S5.1 A FOR SAFE LOAD TABLES 4'-6" 8F8-1T/0M/0B 7'4' s SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N, RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 wwwabdosigngroup.com L AA #: 0003325 M y O 18uC U 0 o Q C SVBDIV. Ae LOT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181,04C-03121 MODEL: E401 "2828-ENSLEY" GARAGE BVIMG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C �� WNO 93723 j PRINT 2128U 1 DATE: / / SCALE: 1/4"=1'-0" SHEET s5 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIB 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 ill" 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, .17T' ° x 2 7/8" LONG, WITH WASHER @ 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 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. ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONAID REAGAN SL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com L AA M: 0003325 v, 114 t of i U I g i n�0 Qp � Q a 0114 SUHDIV. do LIT ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEXA E401 "2828-ENSLEY" GARAGE OWING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C U 7\ - i Kl 11 PRINT 10/26/21 DATE: SCALE: 1/4"=1'—O" SHEET s6 DABIE-ENO �� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 •58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77,10) ZONE 2e • 67.10 PSF (77.10) ZONE 3e = 77.50 PSF (87.50) ZONE 2n • 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101.60) ZONE 2r • 77.50 PSF (87.50) "A"=4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT. -1- 0.18 ROOF DWPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/37' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' STRUCTURAL SHEATHING EXP 1 (402O).(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/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 23/8" 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 Sd RING SHANK, PNEUMATIC 23B" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHING 0 = USE 12' CDX OR 7/16" O.S.B. PLY WITH SKI RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 8 o 0 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT m INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED Jill PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPAGNO NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ ZONE 2e, 2n, 2r tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI (]I:KIM(:. PFP MAIL'Mr: Rr:HFDI II P NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 84 RINGSHANK Gl1N NAItS®4"OC. TOP a Bor1oM EDGES 9 m i�ue ,O C1GO RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING . #8 2' DECK SCREWS @ 6"-8!' O.C. MAX @ EDGES & 17' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAW NGS. CONSULT ARCH TECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-18 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART Of THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE 649L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON-MUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE TO PRESERVATIVE UM FORM -WORK: CORROBORATEDTETTRA TETRAHEDRAL WOOD OR TRUCTURALA STE E THAT SHALL BE TREAT ED FOR ANYDISODI FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 %" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART Of THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH 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 RESPONSIBIUTY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH 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 TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/AtO64M, 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 WTH 2' CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE GRADOF E AA, A MEETING THE REQUIREMENTS OF ASTM A448IA448M, GRA, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" LIVE LOAD FLOOR: LIVELOAD 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-CONNECTEDROOF: 20 psf TOP CHORD -nan-conw t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 38, WOOD TRUSSES. 10 psf BTM CHORD -n-c—urrent #5 BAR - 3T #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38" x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1090. 15 pH TOP CHORD 20 psf TOP CHORD (7 psf W/ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 OPBf MINIMUM 10 INCH 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 Wes' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: 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 (FBC R2020) EXPOSURE C, RISK CATEGORY II) 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH 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: 50pd,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (EMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE 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 70 VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADER = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING W ND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR I DRAWINGS SUBMITTED WITHOUT REVIEW WILL L 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 STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLAGNG Y WTH FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPL76, WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C1CONCRETE AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ESS OTHERWISE SPECIFIED IN DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUP. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM C-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE TYPE "M" OR "W MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM A5DwA500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE A25/BOLTSWITHWASHERSUNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'H- PRIORTO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCEWTH TH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLYWITH ALL THEREOUIREMENTS OF ACI 318AND ASTMCW94MOR MEASURING, MIXING TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUMTIME ALLOWED FROM WHEN ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL J-BOLTS ARE TO SE STEEL. 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 T14AT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE 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 I-T2" FOR # 5 AND SMALLER 2' FOR 06 AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Slit TYPE SPACING REMAFKB APPLICATroN SI2E TYPE SPACING REMPRKS -PT— NGTO MASONRYICONC. CABSHMDENFO CqL NNL 11?LONG. e-OR GAPAGE DOGR BLCK TOMASONRT/WNC. NM'gA NO WASHER TAPCON MABgIRY FASTENER 0 O.0 Il EMBE➢, 4- END qST., S 1.IT. EET. OOORB t. PT. BEE NOTES CASEMMDENED WIL NNL11?LONG. SDA: BtAGGERED WINWWIDDIXU FASTENED ABONRYN%1NC. OM DOOR BUCK �O MASONRYIWliC. YB'gA OR v.YIWABHER EXPANSION BOLT ) 10.OIC (I —A id"OIC ItYl qA) 1EIMBED..e-E BT., 3'EDGE qST. WINDOWB-1 CABEHARDENED001L e•olc WINWW/WOW—TENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING 1.PT,BEENOTEB aL 1lrr LONG. STAGGERED 1N10 M­ MASONRY REQUIREMENTS OR. &YANG DOOR I)YICDIA. TAPCON" I1a"EMBED, O°END. Bl1CK i. IT, SEE NGTE 8 WgSHER —TN. 18 OC DIST., 1112' EWE DeT. i. PT WINDOW BUCK 30° PPF.3IAY 9.OF P ENO PT T08T L COL. EEE 01y,,I WASHER STAGGERED EDGE qST., pSTi t!C. EB 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS 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 WTH A WOOD DOOR FRAME. 1. MEMBERS ARE MAILED AND 2x MEMBERS ARE SECURED W0 TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-77443078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003325 F� W V WW � 14tc C 3 �4 BE,Y Q yq� �Ql Ll p 0 S �Q1 U p MZ� SUNDIV. & LOT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C— 3121 MODEL.• E401 "2828—ENSLEY' GARAGE SWING: LEFT PAGE: DETAILS Ihk160 MPH EXP. C w PRINT 2128/ DATE: 10/ SCALE: 1/4"=1'-0" SHEET S N1 Q TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7D STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL IT(D HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO NELQ (DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 -STAPLES INSTALLED (D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J'MAX- 4( -- DETAIL D Q STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFIT -"I Q J-CHAN i„ DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L'— r� IF —SPAN %L— . SEE DETAIL WA SEE DETAIL'E'— "r EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D'� SEE DETAIL'E'— T EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END vJ BATTEN STRIP ANCHOR 12 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING "TRUSS/JOI / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN NELQ v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ Q S INSTALLATION SCREW, BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL Q SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) EAVE WIDTH (ROOF OVERHANG) CMU OR WOOD (NOTE:1) CONCRETE/CMU OR WOOD (NOTE 1) Q i„ DETAIL C J-CHANNEL BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT (DFASTENER SPACED 24" Q MAX O.C. ,,,�-STAPLESINSTALLED @ 12" O.C. MAX (INTO (DWOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. ���•• 13.519 375 .375 .4 3.625 3.625 5 08 .0 12�OA DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com aun3m as LoT: ABBOTT PARK LOT#3 BLK#12 PHASE 4C PROJECT# 04181.04C-03121 MODEL- E401 "2828-ENSLEY" GARAGE 9VfING: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C PRINT DATE: 10 28 21 SCALE: 1/4"=l'-0" SHEET SDI 0 Aor 7 F-6-