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HomeMy WebLinkAbout7855 Sail Clover Ln99 92828-E401-ENSLEY9 J r G 1D HOMESr G �y PLp,N 12602 TELECOM E)RIVE, TAMPA, FL 33637 Te1= (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 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -A,0(®A Q coot 7M L `2M, -A, I*= AM WAa -OCCUPANCY -RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - VD1t=I60 MPH Vend=124 MPH -SURE - C ASV. ABOVE LAV, LAVATORY ABC AIR CONDITIONING LUM LUMINOUS ADJ. ADJUSTABLE ¢`R mDIcwE T BD BOARD GE MIN MINIMUM BD. BOARD MY MINIM THRESHOLD CL CENTER LINE CAB CABINET MMEL MOUNTED CLG. CEIING N.TS NOT TO SCALE CLR CLEAR G.0 ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P B. PUSH BUTTON CT CERAMIC TILE PIL PHONE DATE DESCREPTION vwaw D� SET ISSIED ARCHITECTURAL SHEET DESCRIPTION ovolRl 2D2D FDG 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 03W41 ADDED SOFFIT DETAILS osnm CREATED S-o OPT. VMI ADDED STONE VENEEROPTKJN FAX: (813) 740-9715 -I-STORY RESIDENCE - .2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES D DG DIA, DRYER DDUABLGIAZED DIAMETER DIMENSION PLT PR, R PLATE PPLYWOOD PRESSURE TREATEDDIM PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FLOOR ELECTRICAL PLAN DI P. DP. DR D.S. DISPOSAL DEEP DOOR DOWNSPOUT RRAD. RA.G. LIFE. RM. RADIUS RETURN AIR GRILL REFRIGERATOR ROOM PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS - STATE OF FLORIDA SQ.FP. C&C. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 DIL, DW EA. ELEV. EQ. EXHL EXT. F.G. FX F.G. DETAIL DISHWASHER EACH ELEVAnoN EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS SCD S.D. S.H. SITE SFTTFi(i. SHWR Sim. sL PENING SgmCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WAL.L ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS ISTFLRLIVNG I362 saIST. AND RR LMNG IOD9 861 FT. TOTAL LMNG 23,I Sa FT. iaARAC# 429 Sa FT. am28 SD FT. A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL SxIS PATIO 2 Ssp, �; FIN. FLR FLUOR FINISH FLOOR FLUORESCENT SL.OL. STD SWS SEEDINGOIASS STANDARD SHEAR WALL PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FDR. FIG FRENCH DOOR FOOTING TEMP. SECTIONPG 77:MlPFItMPERID GLASS WAG -WALL ASSEMBLY DETAILS Tel: (407) 774-6078 Fax: (407) 774-4078 GA. GAR DISP. G F I. GL. GYP. BD. H.B. H.C. H DR GAUGE GARBAGE DISPOSAL. GROUND>FAULT CIRCUIT INTERRUPTER GLASSLASEiYP. GYPSUM BOARD HOSE BIB HOLLOW CORE DER THK T o c TOP. TYR LINO, VP. W THICK TOP OF CURB TOP OF PLATE TYPICAL TOP OFSLAB UNLESS NOTED OTHERWISE VAPOR PROOF WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SLIA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER HHOT. OR HT ENSUE. HEIGHT INSULATION W; WD WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUIDER ASSUMES ALL UABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. ENT INTERIOR WOW WT WATER TER WROUGHT IRON PG S1.2A-DETAILS N � PG S2-FIRST LIFT BEAM PLAN AND NOTES , L!'� PG S2.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN ELEVATION IN NEED OF FURTHER DETAIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR CIFORMATION) TO THE ARCELITECT OR ENGINEER FOR CLARIFICATION. PG S3.1A-DETAILS PG S3.113-DETAILS PG SSAC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LJFT BEAM PLAN AND NOTES AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a INWRITTEN/DRAWN FORMS INA TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE PG S5.SA-SAFE LOAD TABLES PG SG -ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THIN NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407.7744078 www.abdesigngroup.com AA 0: 0003326 a S OEM ac LOT ABBOTT PARK LOT #21 BLK #7 P1t n=T* 04181,000-21071 MODMLs E401 "2828- ENSLEY" OA3tAGIC 8VnNO: LEFT PACE: COVER SHEET 160 JLPH E C PRINT 05 04 DATE: / /21 SCALE: 1/4"=1'-O" SHEET C1 GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h 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. SITE Wows 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, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 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. 5 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 ANWOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SWILL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WAND 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.Y8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /rINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUmm 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 T AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERYNiS I. 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 FpO8 M 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-C1D63-19a S ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63.19a AND R7D3.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CER" 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2* GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IN TYPE'WW DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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 I 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) i441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngrouP.eom L AA Y: 0003325 � Q rA S d BUIDDIV. & LOT: ABBOTT PARK LOT #21 BLK #7 PTLlOJ=TIF 04181.000-21071 ILIODZT. E401 "2828-ENSLEY' GAHRAQE 9WD9G: LEFT PACE: GENERAL NOTES 160 MPH W. C 07 PRINT 2104 DATE: 05 / / SCALE: 1/4"=1'-O" SHEET GN 38'-0' 23'-0' 12'-2' HD. PATIO STAIR DATA B RISER • 1.52' 14 TREADS • 10' MG R OMcLG ROOOOMO i� II aUP D a 113 0 -8•Y O FLAT HDR • OW.H. 1'-b' AFF. 2868 8C I I A 20 MIN. I I 0 DOLLARD I AS REa PER BLDG. CODE GARAGE • I a' O CLG I X I 11r>T` IOTCA@j I 8' 'i 4'-4' 4'-0' 5'-4' 2._l• . c0 - 0 iD R_16H ® j —wC­1 ri �• POYP1t W-B'CLG m VmC C:V n D W-010-0 1 I FLAT _ HDR • IR. 16'-0'X,'-O'O.HD. AFF. l2) 2066 - — — — — — — — — --------� LID,I.2'-8' 3'-5' 4'-4• b'_0' EwRY a_ -a cLG BEDROOM i2 6-B' 0-6 STONE VENEER (2) 3052-6H 3'-4' FIRST FLOOR PLAN SCALE: V4' . 1'-0' NOTE: -2-8 LCUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE66 THAN 1 3/8' (35 MM) IN THICIOdE68, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE66 THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN tt'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES E5ENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN ObYI5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE UIT14 1/2 INCH GYPSUM BOARDS. FBCK 2011 (&TH ED.) 302.1 OmrmffmlDcLA==Lom wwvwBpowRm3wwm= 0lB� BallME ZOE 11D1lNZ0151d IBWIm NO TaE FOINA E MIN. WINDOW 10 5 W-45 CRITERIA EXTERIOR SWING W3 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-39 CRITERIA *010 OHD. 112 5 3V-35 12'xI2' 6OPIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT � t O.1B BLDG. CAT. -II, EXP.-C, MEAN ROOF HT. 22'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OapIIOLDh160Y0 M S@.F"P. CAM'S I8T FLR LIVING M62 Sa FT. 2 D FLR LIVING 1009 SQ FT. TOTAL LIVING 2311 SO. FT, GARAGE 429 SQ. FT. ENTRY 28 6Q FT. TOTAL 2 2828 80. FT. PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UX0 ON PLANS GI'-4- BRG. 4' INTERIOR LOAD BRG. WALL UND. ON PLANS 0 4' INTERIOR NON LOAD BRG. WALL UNG. ON PLANS -ALL INTERIOR DOORS, TO BE b'-W 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.•bdoWpgmup•com L AA f: 0003325 "� p a IIyy 6 M QQ a BLJSDIV. Ac 7.07 ABBOTT PARK LOT #21 BLK #7 PROJZCT# 04181.000-21071 MODZIU E401 "2828—ENSLEY' GA6RAGE 8111MG: LEFT PAGZ: FIRST FLOOR PLAN 160 MPH i scALE: 1/4"=1'—O" SHEET Al SW T.o Ins PLO= GLUED F NAILED PER /a sTPLCTU IAL PLAM FOR NALM smile FLOOR FRAMMe ENDURE 2.0 STPLV43M TO SOLID NALM IV ow WNLs TO Go NA4m na+ sAc+ceDc -e• elect Nar — \ (2) LATEN OF b4' PLTwOOD (Z) LAVES OF v4• OR (2) LATM OF L4' sus FL7000D OR V D FLOOR MATEµ RIPS FOR LATE! Or ww an /OLD NALMe FLOOR NATIONAL am- TIO Ile FLOOR OWED F HAULED PER 'we FOR SOLD NALM 60 O0 E \ NAILM IECUt Act LOWER TAMP* • *'*a RxEes • �• Y � MAX sTAanEINED N TIrADs I/ _ d C he sTP C I,_�� _ F Nosnr, p' Maw 71DADs DDL. ew scFEnsaR, al "wom EEAD OF EE4LOO= n TOP PLATE e AONNOWE FL•40e OR m /OIEZOWAL RW (Y 7+.E srP n►AFwAOED sm" To eTlee4eee / TlspO6" Or TREAD) IENOIOED uiN h4 a" o.-e• rx FLR0 — OOst 7N4 P.T. TO a.4 ANWO M • EA NA MEN WALL OLAs w (A) Ee OUT " eTRe400= SECURE WT" • W = MAN BARDETAIL A "OSONWNA" E"Me e•x O` 80ALE:1/t'.1'-0 STAIR SECTION B BCALE.1/!'•I'-V' THE CLEAR SPACE BETWEEN 1 1/2 THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.8.2 W/ 2X4 FM ;FOR-W. NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 14'1 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.0.1 / F$.C. 2020 HANDRAIL SECTION C SCALE.3/4'.I'-0' HDR. DETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.7744078 www.abdeslgngmup.com AA •: 0003328 O � l�Y�jl REIN Q MO aOSDIV & w M ABBOTT PARK LOT #21 BLK #7 PROJECT# 04181.000-21071 MODEIA E401 "2828-ENSLEY' GARAGE OMMO: LEFT PAGE: FLOOR PLAN SECTIONS / DETAI %160 MPH C 7 PRINT DATE: 05/04/21 scAI..E: 1/4'=1'-0" SHEET A1A EGREBS UMAW umo W-V CLG, TO "IT TO 115 42H. 1/2 WALL W1 CAP 4p BEDROOM #3 W-V CLCL 016 Raw L 4 -4- L 3'-&' 14'-8. L2. 1 121-11, — 1-4 4'-0- TV-4 ;in I ATTIC I W.T. v c BEDROOM #1 V-0 CLAL WIC V-v CLGL in LAUNDRY V4V CLCL _ FL KV=. v V. g 3--b- T-S' .1, 5 cn CIV BATH #3 v BATH #1 in F-V CLG. 36'x60' - IR-1614 ®------- V:C SAM 2040 fl) '10�A .8w 4'-4' -bj 5'-3* 11 (2) 3052-614 EGRESS 1 LINE OF: IST rL000t L BELOW BEDROOM#4 V4V CLCL J (2) 33052 -SW Ecimse I SECOND FLOOR PLAN SCALE. 1/4 - I'-V' 144I Ni RONALD REAGAN St LONGWOOD, FL 32750 PH:407-774,SO78 FAX 407-7744078 wwwAbdosigngmup.com L AA P. 0003325 W. I EUBDM Me Lwo . ABBOTT PARK LOT #21 BLK #7 PROJECT/ 04181.000-21071 MODZLd E401 "2828-ENSLEY' GARAGE 8WWG: LEFT PAGE: SECOND FLOOR PLAN %160 MPH EXP. V 07 I --'— - 05/04/21 DA TE: scAL.E: 1/4"=1'-0" SHEET A2 24'-4' 6' RAISED BAND ITYP.1� IT'-4' 21,10 FLR BRG�"T ----� FYPON IS'X63' 1'-0� DECORATIVE SHUTTER OR E49UIVALE'NT 4• RAISED_ BAND (TYPJ 6' RAISED BAND 2ND FM 9'-4'. FLR$ 2ND. W-01 CLG. HGT 110 OPT. COACH _ LIGHT , 0'-0' FIN. FLR, 24'-4' BLDG. FKsT. Il'-4' 2ND FLR, B - — 2ND FIN. F R W-O' CLG. WIT 0'-0' FIN. FLR � t. Mom_ SWUTTER OR ECUIVALENT _ IIII �� �� IIII IIII■■ ■■ III �111��1EnIIII � v � IIG: M ME IIII IIII�� • ��IIII - � N ra - FRONT ELEVATION SCALE, 1/4 - I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH lD LR Brd'a. FIST. I I I I I I I I I r —02ND FIN. FLR I 8'-0' ERG. HST. __ _ T- — i ENTRY ©- I I rYP. I I I I I �---- m---FIN. FLR AREA OF ATTIC = 1650 SO, FT. NET FREE VENTILATION AREA REQUIRED - 1/300 REQUIRED VENTILATION AREA 1650/300 - 5.50 VENTILATION AREA X SO, INCHES PER FT. (144) 792 SQ. IN. MIN. REQUIRED VENTILATION = .SX 792 IN TAPER PORTION OF ATTIC 396 SQ IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT 396/115 TOTAL R OF VENTS REQUIRED 144346 TOTALROF VENTS PROVIDED 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOROF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED) 1/2' TWILIC 1 COLT CEMENT PLASTER APPLIED O"R EC7LY TO MIAlONlT- 4'u4' GALV. L'-TYPE R. AGHN6 GET N 1110OPM6 CEMENT MI EItlLA" GHNOLM WAlDl1LAY?llW AS PER FOCR 2X& GYP FIT L1SDO6R W SOSJJ. ROM GHEATHM TNICIQ M T44l.4Lza ROD �' AS PER OHM GNL MD SELL PER O.C. 4 WTHN i' Cf EACH lAATDNO! SSCHOOL"l E'O MAX GET IN SM -004 01"I•GGN LMJ-» HIGH 6TRwo7w aw-Owr i• MN NN'em. 1-i SYP RAITIM OR PIA-N04G'D nx- IPER ELEVJ .� ROOF SLOPE2XII ELEVATION 014E.ATHN6 M!TAiTOO STLIC(! W V25ATHREA020 11100 duaGET 32. Or— 1 WTHN i' OP 2x0 MEMMERG W Gd NAILS EACH 00 MAX GET N 3. OG • PW'lTEI! I'-4' Sew-GCN HIGH OTP EIbT14 I MPGON LLM-26 W (4) IOd'- 2 _0• E7a+OxT 6' MN EMEED. TO LIKOC R AND 12) 09d's TO 2-6 JOIGT CiUMEL FOIE SOFFlT OVERHANG DETAIL A SCALE: I/2 • -0' E420421WD WOW TRJOW • 24. Or — SUMMIT SHOP OIWY,S460 SEALED SY PROM166IONAL 2NGINl= !OR Pl IEO A AND CPlMEW i PLYWOOD GW-AT14M SEE STRLJCT RAL H T. TPER EL J IGOOliIO AND RASHNG W DRIP TIa1N NIU1'4 AND /iI1L1101» EDGE PER MMR 111AIRANTEE RKiJIRC@RG a71aICiVt� WR4P FASCIA WTH MREAC MiTAL GGM1 6d. 2A MOOD PAGCIA GEM STRICTLWAL PM PASTENEIM V014 ED SUMIT PER ATTIC CALC'S CE V2' THICK 2 COAT 1E4T PLASTER APPLIED DNMCTLT TO M400NGT RAISED TRM PER ELEVATION& M PLR wrooW PER PLAN SOFFIT DETAIL 0RAKE B SCALE: IR . 1'-0' i i CBAND DTL. 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-1744078 www.abdosigngroup.com L AA G: 0003325 J N Gs yrJ� L] a stMDIV. Ae LOT: ABBOTT PARK LOT #21 BLK #7 PROJMCT# 04181.000-21071 MODZIA E401 "2828-ENSLEY' GARAa1N6 awlxa: LEFT PALM FRONT & REAR ELEVATION „G" 160 MPH . C 07 DATE:: // 05 04 21 DATE: SCALE: 1/4"=1'-0' SHEET A3G Il'-4' TND FLR BRi HGT�- -----'--- I' 45 rrp. I I 9'-4' TND __ ___ ___II FlN..$_------- 8'-0' GLG. HGT. 0'-0' FIN. FLR Il'-4' TND FLR BR(.. HGT.$ - W-4' 2ND _ FIN. FLA. B'-0' GLG. W.T.�__ r 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE, 1/4 • 1'-0' TEXTURED FINISH 6 4 R TND. FL A. HGT. -- FI— N� FLR MG. HGT. • ENTRY 0'-0' FIN. FLR TND. FLR I-IGT. ' TND. BRG. HGT. • ENTRY 00'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdealgngrou p.00m AA M: 0003325 LM J a FJ avaDrv. Se LOT ABBOTT PARK LOT #21 BLK #7 PROJECT/ 04181.000-21071 UCDEla E401 "2828— ENSLEY' GARAGE awnJo: LEFT PAGE: LEFT & RIGHT ELEVATION „G" %160 MPH IV. co ELECTRICAL LECIEND STMBOL DEFINITION NOTES --e D$V CUTLET 20 APT SNZ A PCLIN 11W OUTLET IIOV OUTLET W O. OURJFT WI® TO lrrC44 G4R IIOV OUTLET fomrw &boom F411 NT,,R,,, R(TA,,R PIM MTANT 220Y OUTLET (V Win COMIGTKN y� Orl D(T. IWTEI FTC? Olil.fT 4MI D FAULT NiIISrIEit SUITCH Ea— !•UHT OPER $4 Bull 4-WAY OPER '.-V WALL M0111TlD UGHIT CEILING LIGHT © LED CLG LIGHT ©vI- LED VAPOR PROOF LMNT O vP Pill LIITM Lill Ommos D CAN eVMR. PAN I CIM PIER $C FT. VEEP. PAN MLIGNT I Cl PER 60. FT. V rocnm (&Pao'S Tao By OLMLORM 2-0l&RAP ® L AROlO ( ) — •?rC—LI (a m" I'll V FLUORESCENT N Fl.UOI!&COIf p I�---e—o—wr 4' TRACK LOW 0 PANEL own 1,07" • 8D. er,a¢ DETccTGR sATT e4Oc.0• ILLtla� 1 rM 1 a41LL PKXSOW of OIT1lCBO uTr-111I WLNa�1E� ®&win B/CO � l 'c MOa-C.QalC1W WALL M A OWAN= OF NOT LEM THEN 4' PEOA44T LMM H> /4nounzir 6Aa . TELlP11QE JACK uN CNISCONNIECT19JOLEUllC E 4i� MAW ON O I-❑iV TELEVISION JACK Cal El RICUREW O J•BON TO if NAPOTN® N ACCOIOA4Ca w SON Pl41fUm AS Ill PON CO LNG PO MIT TO m $LrNcotT® N ACCORDANCE W SON MAM Aa N04 FOR Al�4 24- NGVDaaClW LMIR &TRIP nnnonnn 36' S4c.M4DB6cmrr LMNT STRIP nnn® 4V &C,UND{&CER Ll OTW ILOOp LMNI OPT. SaCMIiY IQTPAp PE NMI -BUTTON FOR OW" tM0 PORT • LOCATION OF N JACK& 4 PN01E O TLl 4 PAW TO BE VERIFIED . HO•lOHNER PMCP aiR1CTION hEiTNG. • ALL M 4 20 ANT BRANCH C 10CUMD TO BE ARC FAIL PROTECT® PER ELECTRICAL POWWOW OF Il • 20 AMP DW"TED CIRCUIT • GPI . MLAI'D (NOT 04 KITO4EN CIRCUIT)M IR • DHUANDMC NNWT TO BE LOCKOUT N PANEL • 15ATH IPM E)OWMT PAN TO NAVE MIN. CAPACITY OF SO CM N7a)f' =R PER aICnMCAL RfoVM OF SECTION Me" • LAUNDRY ROOM RECEPTACLE SHALL OC GROUND FAULT QRCrIT-WEPOMPTER PROTECTION FOR PERaON&EL ON Foovil • M NS ram4OO SHALL = NOW I'lTALLIC CABLE PER ELECTRICAL PROVMIONS OF Pea'M: m (?max • ALL LOW TO CAIFIPLY wTN ELECTRICAL PROVINOW Q TK PGDR 7TN fD (70&OL BY BUKJ3M AND INVAT PATIO —i ROOM --- --- '—j 1 QMNG 'v PANTRY '- -� ROOM m VFL T04 S/CO — CL.G FAN MR. MI 1 -- II iV -----� GFl � M L O GFI 0 44' GFI • 44' AFF. AFF. I I 1, II AS RE0. PER Ill CODEIll fI --- FOR GARAGE ~ 3 . ❑ DOOR L 1--- L GFI - - ItErLEes GARAGE FDCTLIRE METER FIELD GFI GARAGE DOOR FREWIRE PoYw WCO — —- - OC a iii BATH11 `GFI IRRIGATION OUTLET • 48' AFF. /X, OPT. ,,I� �, 0' 1 COACH — - - — - Ll GFI aD \ BPAROOM I2 Ll -�"- ENTRY c . ill FOR CHIMES F•''RE-WIRED CLG FAN FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • P-O' OUTLET FOR VENT OR MICRO PANEL: A PANEL- 42 at. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- 42M Cu Thl & 1- p6 Cu (G) in 2" C. OR 3-ll AL TNMM & 1-16 Cu (G) In Y' C. wll. Fa. w D—d on Will I cl I cl Wetb I OM aan all P.I. wIn 012 20 5mill 15M 1 2 aD00 Ra$e 50 2 a 012 20 l/ Hood lam 3 4 012 20 al Appeal mr 15M 5 6 a 4500 rw Hera 25 2 010 912 20 R.619"w 15m 112 FI 20 Wes AFO 15M 9 10 1200 Os rOFI 20 1 012 612 20 Beat OFl Rea WK 1200 11 12 1500 Dalmstler OR 20 1 N2 M4 15 Fqw / 1r Raw Hill / atrls AFCI goo13 14 5m0 OW 30 2 910 04 15 Gler Rowe/ lM Lli I L l Al 900 15 18 014 15 Mch. .I P.Mry I OVP Al 9m 17 1a 1500 srr GFI 20 1 112 M4 15 F'wCq/atAPCJCPLSW O / O.N 13 9m 19 2D 1000 DowOl GFI 20 1 $12 114 1 1 15 M" and R••r l Bea 031 real Clast WCl 1 21 1 22 12DO Gil IIl la USAR000lAl 20 1 rig 114 1 15 Bed 22 / LsunaT Al 1200 23 x4 I 9m Bed Ill 30s MCI 15 1 N14 114 1 15 Bed N l SWi 82 Al 9m YS 29 9m Bad 11 I W.I C. Al 15 1 014 e 21 29 e e 29 30 e e 31 32 Sl x Spece space 35 36 apace e 37 39 am. 1a 2 60 A/C AHL' lHar. 10 KVA r 65% s m 39 41 40 E43 4400 N.C. ACCUA 40 1 1a Lad sul to dem.td Ieaw pelwlrlma I line 30100 Lad stil to demmd►ctw calale60ns / Ila Denend Factim Calculeft ABBREVIATIONS: APO: ARC FAULT CNLIRTNIERRUPTER Ill NOfFCpNCOENT LOAD GFI: GROUND FAULT INTERRUPTER Tar Imd ul to dl Saw sum ' ihr 10000.rte r IW% imm Nw1Wan selb r 40% 177m Tar AC 1-1 LOAD CALCULATION IS BASED ON All NON -COINCIDENT LOAD Tar Connected Lard Weal 29539 Tohl Amp. (.ells / 240 calla) ,23., I Gamnl LVOV S cis Load Tar A/C re Far 2828 Gelral Us A Rec 7 W / . Ft. B484 HI-Mid.19 at 85WR' ht at l lb% 1235 caner 971 Ckbw T Wlvaas ( WWW us & Rw Pent A 1 101 9721 9719 I i LED LIGHTING ® SINGLE LAV. BATH 42 150 AMP ELECTRICAL RISER NOT TO SCAL L GENERAL NOTEIN A ]ELECTRICAL MATERIALS AND aMTALLATICND $MALL COTLY W IN ELEGTIMCAL PROVISIONS CT THE Petra TTN eomQ4 (?max LOCAL. CODE$. AND ALL LOCAL PLOWER COMPAW REG UNRN-o 4TA NA ALL CONMU=QLM SHALL BE TYPE TW~WM ULEff NOTED OTHMMUME -1 ALLM&aa9 (AL) N 2" DIA SCHEQ LE ✓E PVC CONONT INL.EN SERV= M PROVIDED BY THE Buicim COMPANY. C420MNATE UT14 TIE ELECTRIC COMPANY PRIOR TO BID. YLO CU. RUN • P& CU N 2' CCNDWT OR ! FTIr4 • PS CU N 2' COOMT OR 2/0 Al -all TO TEM-I"TH ABOVE aCpPil . o%ZMlANGJ COMBNAT", SEwc BO A4T DMCO"CT SWITCH AND MILIZOA40 VC M oLneTm ER IN IP�K4SE NEU WillM4CLONa! PANEL TELEPHONE &elavlea CABLE TMXVINCN lITRm= SERVICE ENTRANCE SaaTlA Ww"lmT NTERSY$TEM BONDNG TER,NAL AT LOB VOLTAGE CONNECTIONS 1 A4 CU SERVICE Will CON BCTED TO CONCRETE mJCA&W POOTER STEEL PER daCTRCAL PRDVMIOl OF THE pBO! TTN M&" DIA X • IT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-7748078 FAX 407-774•4078 www.abdosigngroup.com AA S: 0003326 W. h 0 Q ID FFF ID A G avHDsv. &C LOT: ABBOTT PARK LOT #21 BLK #7 Pltill 04181.000-21071 [ill E401 "2828—ENSLEY" awiswas SwuaG: LEFT PAGW: FIRST FLOOR ELECTRICAL PLAN 160 MPH VA. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e Dev oun[T mow wmLa FoLE Ilev OUTLET nvv OUTLET VJ OF ounzT wlp TO elwCw �QFl IIOV OUTLET Ealp MONO MIL favor' ! (TAT*R REWTANT rYM 7.OV OUTLET (4) Asp eMmCTM OR w EATERPRom OY1LlT amuO NULT N7E141Y-IM MUTC14 ewtcw a-Iwr orme MUTCw 44UAT OPM V N4LL HOOFED LNMf CEILN6 LnW © LED CLO LW4T ©vp LW VAPM pgkw LNNT O„ Ip VAI•OR FROM LOW OCAN eVENT. FAN I oM r!R so. FT. vENr. FAN stlMn I oM ru en Fr. ronlne raFEc+s FED sr 1-eu4wAP ® L A1ER►O ( ! AICl10 ta1JRACE MNTJ Y RUOIOK.71T )_� 4. 4LU01!&CIrT 4. 1RACK WW 0 PAWL W& maTTer1 OSD. s,o1a De+Ecra� r�l U WLL 1'IOww wwm oRIcrm sATT_ Vor_u. VLL ® SRO CA10011 MOMMM� e10Q Pff"VT R Imo BAWL ---•-- uV g4.ALL M A DI/TMCE Or NOT Lm r-1 41 mgm a" reOAM LI&IR rl\ NATIUL OA! ► morWOM JACK tlF4 EADocomAmCM rori7-r Af2raEYAr AR COMMM DNmwo= Sa Awl ON TMXvW T4 JAG[ N&.ar O TO M �U•T'.ORIm N ACCflOA YV oOw J-ear S 9 M a1101 IO! .ar pwairso CELMS MNLOW To w offiromm IN ACOORDAICE YV sow Ai SUM4 FOR W MANDISCIM LOW &TRIr P IK' NCAMDEWUNT LNwT &TW 4r Nr.IwersT LIMB sTls- rLooD LI&wf Ear oR. Kawx KTITTAD p ►A nNw4wrfm FOR C.e we raw • LOCATION OF TV JACK& 4 FW" CUTLET& 4 FAN& TO eE VERFND • wrxeoumm Fqm-C"TI&JCTION • ALL e 4 Je AMP eRANCw CNOMM TO eE NC PAULr rROTECflD PER KACTRICAL PROVOWPO LT MM TTw mITIaN rfeseJ . NpG mn fen eerrloi • 70 APT OEOK:AT D LAUNDRY CIRCUIT. • MI • 16LNO (NOT ON KTC4M C=Uff) • ow& As4m DNC'ONNECT TO eE LOCKOUT N PANEL • ■ATNMOM MOWMT FAN TO 14AVE MN. O.APAOITT OF N CFM NTOfTTTE T PER ELECTTOCAL FIMMM" OF • LALPCWf ROOM RECNT OICt10 FAULT cOO=-NTMM%P M PROTECTION FOR repnowaL ar FEEDEI! • wRNO TtTWOV MULL eE NOW METALLIC CABLE PER ELECTRICAL FROVNIM6 OF BIG& MX m G1S= • ALL WMK TO CQTLT Wnw QECTRICAL rRIDVI&ION& OF rwa N1G TTL4 m QZ*A • Au La•rr& T&f a LNNTNS nrr es wmenT 7Tr! Ftis UMAW LNm r O ul&LL MOOT 1U SD. BEDROOM#1 MOW —TCH IN ATTIC D. F — — Aw- _ j rm ' L— — — — — — BEDROOM N �pCq,E�`EJp OLCs�FAN l 1 � l 4� BEDROOM 04 CLCapGOFAN�g, .�,EJp SECOND FLOOR ELECTRICAL PLAN SCALE. 1/4' - 1'-V I � I I L I LED LIGHTING C�? SINGLE LAV. BATH -3 \ I � I I L I I I I a 12• I I I � L I LED LIGHTING C� DOUBLE LAV. BATH -I SAY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407.7744078 www.a bdesigngroup.eom AA 0: 0003325 a atMDIV. & LO!Zil ABBOTT PARK LOT #21 BLK #7 PAOJmcT# 04181.000-21071 MODEILd E401 "2828— ENSLEY" GARAOa STrWO: LEFT PA%ftCOND FLOOR ELECTRICAL PLAN 160 MPH EA. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " I'-m* SECOND FLOOR PLUMBING PLAN SCALE: V4 • I'-®• 2' VTR,• wj6F I 2' VTRJ, I I �•� I 2 r I I TUB/ I� 6HUNR � I 2' VTRA I V I II' a� ' �'� AUTO VENT 3' TUD/ \_ 1 6kw PLUMBING RISER DIAGRAM TO MAIN i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdosigng•: oup com AA M: 0003325 Q 7 S IN 0111 0 a BUBDIV Ie L07cl ABBOTT PARK LOT #21 BLK #7 P1 o"=T# 04181.000-21071 KODZIa E401 "2828- ENSLEY' GARAGS 8lIIIJG: LEFT PAGIC: PLUMBING PLAN 160 MPH EX. C 01 HATE: 05/04/21 SCALE: SHEET P1 2X4 TOP PLATE R� T PRE -FAS TRUSS IR' CLfi BOARD 1/1' DRYWALL T`)r SECURE ST. - PLATE TO SLAB IIV Wd MASONWr NAIL • 32' O.C. MAX 0'-0. FIN. FLR 2X4 WOOD STUDS *24' or_ SLAB TIONS SUPPORTING HUNG PLUMBING 4-6 AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE IV O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. (H1TYP. INT. WALL ( NON— BRG. ) D� SCALE, 3/4'.I'-O' FIBERGLA66 614I1434LE6 WITH UNDERLAYMENT AS PER FSCR 105J.1. ROOF SHEATHING THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS--�/ MTL. DRIP EDGE �f/ 2x FASCIA PER I 0 ELEVATIONS 0 ' ON. u MI&E Z=f-:.. &I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIHL mw-, Sw GYP6lPT Be OR 1/2' HOW STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 4A PIPE THROUGH BOND BEAM pj SCALE:3/4'.I'-0' ENERGY CODE FORMS ATION R-VALUES 'RENCE STRUCTURAL ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 6' Cm — 1/2' GYP. ILL. BD. - WOOD BASE —` a .a a n W/ WINDOW OPENING n FIBEMLA66 SHINGLES WITH UNDERLAT. TENT AS PER FSCR 106.11 ROOF SHEATHING THICIQ4E66 AS PER SHEET 6NI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PO4RTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-®' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160SB.1. TYP. WALL SECTION B NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'•I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D406S TYPE III OR TYPE IV UNDERLAYMENT. m so Lee 2B GAS LINE THRU BLACK vr.r i =NEI soon 4410 P!R arLV. sTm pea v NW& ?IRA= by MAP. hYTIOW TO TRKX aISAGQn w nsoa = APPINOVAL rra s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' FIBERGLA66 SHINGLES FISEMLAS6 6HPKsLES 2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) Mld NAILS AS PER FBCR S08.U. AS PER FBCR 909.1.1. • E.A. END ROOF SHEATHING ROOF 61 EATING THICKNES6 AS PER 2x BLOCKING BETWEEN TRUSSES THIC16 EA6 PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER SHEET SNI. SECUXl RED PER FASTENER SCHEDULE FASTENER SCHEDULE 6TIFFBACK AT ALL UPW-,WTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-EI`IG LLC. TRUSS AJc 2x FASCIA PER ELEVATIONS O ELEVATIONS PER ELEVATION VENTED SOFFIT VENTED SOFFIT WALL 814EAT14M CONT. 2x RAT RIM SECURED PER / THICKNESS AS PER STRUCTURAL DETAILS / WALL 6HEATHNG SHEET GNI. SECURE PER SEE ENERGY CODE FORM" FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNL SECURE PER CN SHEET SNI PER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS D/S' GYPSUM BOARD OR Vt' ON SHEET SNI. WEEP SCREED K.NG HH STRETH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW MANUFACATURES SPECIE CA EONS 1/2' THICK, 2 COAT--J-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR STRUCTURAL Ix2 P.T. FUR NG- STRIPS • 24' O.G. IQ' GYP. ILL. 150 - WOOD BASE— CMU • - 0'-0' FIN. FLA. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160S.5.1. n W/ WINDOW OPENING r-.-, TYP. WALL SECTION NO OPENING NOTE, METHOD TO BE USED FOR THE �1—STORY GABLE BLOCK WALL GABLE BLOCK WALL INSTALLATION OF ROOF p� WALE, 3/4'.r-o'--ERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 94 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4065 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwzbdeslgngrou p.com AA M: 0003325 O W a Lj IPR UNDIV. k I.orBBOTT PARK LOT #21 BLK #7 DJMCT/ 04181.000-21071 MODMIA E401 "2828— ENSLEY" GARAGN 8TaNG: LEFT PAGZ: DETAILS 160 MPH EXP. C 1 PRINT 21U4 DATE: OS / / SCALE: 1/4"=1'-0" SHEET D1 FIBERGLASS SHWGL.E6 FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 905.1.E AS PER FBCR SM.U. ROOF 6HEATHNG ROOF SHEATHING THICKNESS AS PER THICKNE66 AS PER 814EET SNL SECURED 614EET SNI. SECURED PER FASTENER PER FASTENER SCbEDULE 60HEDULE PRE-ENG WD. ER PRE-ENG WD. MISS-- 24' O.C. MAX. LE VA ION 24' O.C. MAX METAL DRIP EDGE METAL DRIP EDGE DATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALC8 FOR VALUES -0 TED VENOH. 5/8' GYPSUM BOARD 2x FASCIA PER- ELEVATIONS SOFFIT Typ. OR I/!' HKsH STRENGTH / CL& BOARD VENTED J RE�RENCE STRUCTURAL Ix2 FIRE -STOP SOFFIT -4U IIJ6UL. REFERENCE I I STRUCTURAL I I w J I I UNNDOIU ATTAC IMENT AS PER MANUFACTURES IT SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E p GLUED AND NAILED 1/2' THICK 2 COAT--- PORTLAND CEMENT > .46 PER NAILING 604EDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY IX2 FIRE -STOP LEVATION IX2 FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL- R LEVATION 5/6' GYPSU`i BOARD OR V!' HKda STRENGTH CLG. BOARD L€NATION DO FIRE -STOP DO FIRE -STOP R-4.1 NWL. I � w W II UANDOW ATTACW ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK. 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT tx2 P.T. PURRING PLASTER APPLIED DIRECTLY TO PLASTER APPLIED STRIPE 24' O.C. MASONRY DIRECTLY TO a, cm MA60NRY 1/2' GYP. ILL. BD. WOOD BASE Dc2 FIRE -STOP IX2 FIRE -STOP O.H. C•j w BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.DOARD W FIRE -STOP 1l-4.1 M8UL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 8CI-EDULE R L V TION R IfELFEVATIUN 5/8' GYPSUM BOARD OR VJ' HIGH STRENGTH CL& BOARD R-4.1 NSUL. Ix2 P.T. FURRNG STRIPS • 24' OZ. 6' Cm 1/2' GYP. WL. BD. WOOD BASE C 4 n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 6CALE. 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoMpgroup.com AA #: 000332E Y 0 us k W O aUBDM M L,OT. ABBOTT PARK LOT #21 BLK #7 PROJ=TIp 04181.000- 21071 MODsu E401 "2828- ENSLEY" GI►RAGM 8TIMO: LEFT PAOL' DETAILS 160 MPH E C IGB. 2X6 P.T.. CENTER OF DOOR FADER MQ/!D tV (V N' X d J-BOLT 6V 4' MN EMBEDMENT Iw 2' X 2' X Vol WASHER 4 HUT OR RV (2) V2' X 8' ANCHOR BOLTS RV 2• X 2' X LW WASHER NIJT EU U. TO BLK RV 00V4'TAPCON6 1 N' EMBED. 8' OG 4' END DIST. 1 V)' EDGE DIET. ® QED 2X6 GARAGE DOOR SLACK SECURED W/ (6) V2' X 8' J-BOLT OR ANCHOR BOLTS, W( 4' MN B'B!q'lN1T, W/ 2' X 2' X LW WASHER 4 NUT. (V WITHN 8' OF TOP, (U WRNN 8' Or THE BM ® (3) SAMY SPACED. IB IS 18 18 NOBS' ALL ANCHORS SHALL EE N ACCORDANCE TO MANUFACTURE" INSTALLATION RrTRUCTION& UiIN r Ne�I 4 Mom! AT4MN6eNT GARAGE DOOR 1 BUCK ATTACHMENT 2X4. SO SECURE TO BLOCK RV 3/16' TAPCQM MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMWEDMER 1 V47 WITNN 8' OT EACH ED 4 r' Or- MAX 6PACNG 2X4, US SECURE TO BLOCK UVHr' TAPCON6 MN SWANK SIZE Ab MN HEAD SIZE 3" MN B'BEDM'!NT 1 114.1 WITHIN r Or EACH 040 4 r' or MAX 6PACN3. 2X8, m 2X6. m SECURE TO BLOCK SECURE TO BLOCK W92) 3AW TAPC NS 00) 3A6' TAMPOONS MN SWANK SIZE JCS (MN GNANK SIZE A& MIN. HEAD SIZE -%" MK HEAD SIZE 300 S• cm MN EMBEDMENT 1 V4') MN EMBEDMENT I V4') V2, DRYWALLWTNIN 8' Q EACH END r C1U WITHIN8' OP EACH END 8' cm 4 W OC. MAX SPACW. 4 W Or -MAX SPAGN6. bt4 P.T. OR 6/1'X4' MN LIT DRYWALLN' DRYWALL SECRE THRU FRAME 4Ja I'X4' 2X8, � 2XM NEMEND 1-114' INTO PT. NAILER SECRE TO BLOCK I7c4' SECUE TO BLOCKI'X4BLOCK W 3/r' WK2) 3AH'TAPOONS P.T. NAILER Wl'2) 3A6' TAPCANS P.T. NAILER TAPCOWS DOOR CAGW (TMN SWA K SIZE J46 1/r'OASJL X 4'MN (MN GNAW SIZE JCS DOOR CASING MN eH1AaK 61ID 146 MIN. NERD SIZE 300 nN HEAD SLID !00MN HEAD SIZE 300 MN @=FOMENT 1 V4') DOOR CASING MN EMIBEDM ENT I V4')MN EBEDMENT 1-114' WTHIN8'OrEACH END W ITHN S' OF EACH ENDLLITHN 8' OF EACH EDDOOR JAMB OR WINDOW 4 r' O.C. MAX 4 r' OL MAX DOOR JAMB OR WINDOW 4 r' Or- MAX 6PACNG ATTACH TO 2X PER 6PACNG. DOOR JAMB OR WINDOW SPACRNG MANrACTRE6 DETAILS, ATTACH TO 2X PER ATTACH TO 2X PER MANU'ACTUE6 DETAILS, MANUFACTURES DETAILS. NOTE' wM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1149 DOOR JAMB TO BLOCK +3/4' OR +5/4' 1/DfD01►12 BLACK +3/4' OR +5/4' 2X4. US SEGUE TO BLOCK UV 3AH' TA CCNS MN SWANK SIZE J45 MN HEAD SIZE 300 MN ZMWClMlSNT I V4') LLITHN S' OF EACH END 4 r' Or- MAX 6PACNG 2xb, m 6ECRE TO BLOCK WY2) 3AV TAPCONS (MK SHANK SUE J45 MN HEAD SIZE 300 MN EMBEDMENT I V4•) r CM WITHN 8' OF EACH END 4 r' OL. MAX SPACING. 14' DRYWALL 2XU. m ❑ I'X4' SECURE TO BLOCK P.T. NAILER WW2) SAW TA"CONS (MN. SHAM SIZE J46 DOOR CASING MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WITHIN 8' OP EACH ED 4 W OG MAX 6PACN DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE' 66 M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 1/2" /1T/IIiDOIf TO BLOCK +1 1/2' NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" @ZwEmlwm±l15/18" 2X4' RO SECURE TO BLOCK W/ 3AV TAPCONS MN 8WA4K SIZE JN MN WRAP 61ID 300 MN EMBEDMENT 1 V4') WTHN S' OF EACH END 4 r' or_ MAX SPAC4N6. NOTE' 6TRJCTIJRAL 2X MUST BE 2)(6, m ON OUT6400 4 SECURED SECURE TO BLOCK THURDUGH NON-STRUCTURAL WK2) 3/r' TAPCON6 SAW TAY.CN MN. 1-114' MN GNAW SIZE J46 EMBEDMENT NYo BLOCK MN HEAD SIZE J00 MN EEEDM@R I V49 WTSN 8' OP EACH END 8' cru 4 r' or_ MAX SPACING V2• DRYWALL roan m ❑ SECURE TO BLOCK 1�6V WY213/r' TAI—C NS P.T. NAILER (mK SHAM 81ZE J46 DOOR CA6N. MN HEAD SIZE 300 MN @!FOMENT I V4') WTHN S' CP EACH END A W oa MAX SPACRIG DOOR JAM OR WINDOW ATTACH TO 2X PER MA4FAC11RE6 DETAILS. NOTE. SHUT AS NEEDED TO PLUMB JAMB (00 NOT EXCEND VW) DOOR JAMB TO BLOCK +2 1/4" n1tQiD01/ TO HLOCK +E 1/4" NOTE' 6 4M .AS NEEDED TO PLUMS JAMB (DO NOT EXCEED LW) DOOR JAMB TO BLACK +3" xwT Tn._Rtncr is' 2X4. 00 SECURE TO BLOCK W/ 3/6' TAPCONS (MN. SHANK SIZE J46 MN HEAD SIZE 300 MN E1NNIC*I T 1 V49 WTHN 8' OF EACH ED 4 r' Or- MAX SPACNI NOTE, STRUCTURAL 2X MST BE 2X6, m ON OUTSIDE 4 SECURED SEGUE TO BLOCK TRROUGAN NON-STRUCTURAL WK2)3K' TAPCOM NIS' TAFrON MN 1-V4' MN AN SHK SIZE J40 EM"Pel"t INTO BLOCK MN HEAD SIZE J00 MN EMBEDMENT ENT I V49 WITHIN S' OF EACH END 8. QL 4 W OL. MAX SPACING r- 10' DRYWALL 2X8, � 1 I I'X4' SECURE TO BLOCK u P.T. NAILER WK2) SAW TAPCON6 MN SWANK MID JCS DOOR CA6M MN HEAD SIZE 300 MN @'=@OPEN I V4') 2ND 2X SECRE TO STRUCTURAL WITHIN 8' OP EACH END MEMBER W92A24 WITHIN 6' 4 r' OG MAX OP EACH END 4 W TO S' Oa MAX 6PAGNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE. SHIM AS NEEDED TO PLUMB MM FACTRRE6 DETAILS, JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" F 2X4' SE SECURE TO BLOCK UV VW TAM." (MRL SWANK SIZE JCS MN HEAD SIZE 300 MN EMBEDMENT I VW) WITHIN 8' Q EACH END A r' Or- MAX 6PACN& 2>06'Si SECURE TO BLOCK WT2)V4•TAPCONB MN GNAW 817E J45 MN HEAD SIZE 300 MN EMBEDMENT i LW) WITHIN 8. OP EAC44 END 4 r' Or- MAX SPACIN& 2X8' =1 SECURE TO BLOCK WK2) V4' TAPCON6 (MIL SHANK SIZE JCS MN HEAD SIZE 300 MN EBEDP'!M 1 1/47 WTN" 8' OF EACH EO 4 W o.. MAX SPACING e' cm Ur DRYWALL VX4' P.T. NAILER 1AW 0AE, X 4' MN DOOR CASNf DOOR JAMB opt WNDOW ATTACH TO 2X PER MANtACTUE6 DETAILS. HOTS' 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3 7/16' n11IND0W TO BLACK +3 7/16" 2X4, SO SECURE TO BLOCK SV V4' TAPCON6 MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN S' OF EACH END A W Or- MAX SPACING. 2XS, m SECURE TO BLOM WW2) V4' TA"C4" (MN SWANK SIZE J40, MN MEAD SIZE 300 MN EMBEDMENT I V4') WITHIN 8' OF EACH DO 4 W OC. MAX 6PACNC. 2X8' =1 SECURE TO BLOCK Wf(2) 1/4' TAM." (MIL wAK SIZE JCS MN HEAD 61ZE 300 MN EMBEDMENT 1 1,149 WITHIN 8' OF EK.M END 4 W Or- MAX SPACNS NOTE' 6TRUC ORAL 2X MUST BE ON OUTSIDE A SEGUED TNSOU3H NON-STRUCTURAL NS' TAPC,ON MN 1-1/4' EMBEDMENT INTO BLOCK L�1 6' cm V2' DRYWALL ❑ I X4' P.T. NAILER I' P.T. X 4' MN II��I DOOR CA6M DOOR JAMB OR WINDOW ATTACH TO 2X PER MAKFACT RFS DETAILS. NOTE, GNM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" /o11►B'1DOlf TO BLOCS +9 9/4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:401-7748078 FAX 407-7744078 www.abdosignVoup.com AA 8: 0003326 y a E ^ 1(Q��1 H1poZWo1 a aunDiv a LOT. ABBOTT PARK LOT #21 BLK #7 PincimCTN/ 04181.000- 21071 MOD3R� E401 HH2828- ENSLEY" GAztAG Z BWMCi: LEFT PALM: DETAILS 160 MPH E C 1 PRINT 05 04 DATE: �21 SCALE: 1/4"=1'-0' SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLY MANUFACTURER CATEGORY DESCRIPTION VERSION EXPIRATION DATE 1147399 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F9CR 12/31/2021 13872.4 SIMPSON STRUCT.COMP. WOOD CONNECTORS 2020 FBCR IV31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.2 SIMPSON STRUCT. CDMP. WOOD CONNECTORS 2020 FBCR 8/31/2D21 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 202D 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 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053L20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/Z3/2023 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/Z3/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02,1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/26/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 3S3S3.4 MIWINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR W31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5673-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/20ZB 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/202B 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 2395S.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 239S6.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 1S216.1 OWENS CORNING - RHINO U211 ROOFING UNDERLAYMENT 2020 FBOt 1Z/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2DZ3 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL UNTELS 2020FBCR 5/21/2022 FL 1S272.1 ALSIDE'ZV 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 dP WWW.FLORIDABUILDING.ORG CONTROL DATE: 0S/0S/2D21 kA0 0 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407.7744078 FAX: 407-7744078 wwwabdoeigngroup,com L AA JI: 0003325 D L�I r 14 4 >•%nmz)w. & L01! ABBOTT PARK LOT #21 BLK #7 FMJWT/ 04181.000-21071 MODMIL4 E401 "2828- ENSLEY' OARAOs SlIMMIA: LEFT PAOM; PRODUCT APPROVAL LISTING 160 JMPH FAW. C PRINT 05 04 2 DATE: / SCALE: 1/4"=1'-0" SHEET D4 RETALL FASTENERS (0.1PS.- bk2mL 6TIRAT6, STAPLES) A6 APP460YW 011L004 YARAP REQUIRED TO GRO M SHALL 0! LAfTID A M1NRIIM OF PIPE[ WM. TO P RAMwM 6• • VERIKAL LAM (ROLL Wm LAYlR'L @D4 6' • WM2ZWAL LAPS. 6) ALL SEAMS WIND TO E! TAPED LATw vowicAL LAP To e! r 6TU000 LwAr WTM FORTIOER SWEATM M TAPE RED LATE! a. PORT"R0E! \ OUEO046 PAPER FRV%)RMO CONTROL JONT \ S COAT CEMENT / \ METAL LATM 616• SELF-ADWER M MB"ERAE MEMO! OF IM TO TM - 1 T ILASHRM OVER 4•x4• ee MlfllD TIED To LATW . e• \ Wm LAYER 9• FORTS"0ER / \ SELF-ADIERM MEMORANE OL. MAX (VURTA NOTE, DO MULO M PAPER PLA414N0 OVER APPROVED NOT WALL AST P STUD EXISTS TO / r..a LAP. MTAL LA. \ WOIME 6RAP. 1441 N. RONALD RFAGAN BLVD EVEOEYOND !>=§FT STAPLES Lv APPROVED METAL LATH LANGW07-7 4- 0FL3760 W LEG MAY 06 LAW TO TEMP. FASTENED .1' (VERTJ OG. MAX p( X X X I 4k4• EEL►-AER APP OVEP Mt PH: 407-774$078 SECM CONTROL JONT AT 611TORTS X X X FLA6MN0 OVER APPROVED FAX: 407-77440T8 DWdO RISTAIATION �� �— NOU6t WRAP. www abdoWgngroup.com FAs7EE1M to 0! SPACED 6Tucw.OnLLRAP METAL LArH FLASWlM To ExfEro oNTo PL•E AA 6: 000332E WRO LA. 1. OG MMLx vERTICALLr I V COW. BEAD OF SEALANT W20D 6LEATMNO f a2m LAYER R, I 7' AATE . ! COAT CEMENT 6�0 Lw,� PLASTER HFILTR APPROVED R OVER RM AR r *;:,•,.. METAL LATH ►WEATHITION DAIEEEe O'VQR F //�— aNEAnarn ' Wm LA7TJR 4. FORrPIOER . / I // �nN "AFF�PIeER ELAWOMERIC COATM OVER 6TUCW/ 8WLOm PAPER Wm LAYER t if 1S C.V. FMMN (WE T7P WALL Slc71QU / � — i I 61UCCA LwAr VVJJEELLJJ YroY LATH SHALL NOT WOOD SIEATMNO - .• ro r .• TO A• BE J SECTION TMROUOW CONTROL \ /' ur al P.�queer-AT' ExtwiDr nd wmert qr STCOMRilQM AT 0Ur SLLALLMn MLE OPPMM� A '~" O0"N'• MA01 TIED AT 1AC11 61DC /\ `� PRONDE 2X4 DLOGCNO L LOA�TMew In.Lb6.n M.zsrio. hlhFL.M k.mnL P!R ,bTn CIE6! PLACED MAT MAX V TO 6' \ �11R40 JONTJO L JONTFALL4 ALfLAB N.N � wN ASTM C 10631A. CONIiASTEER6 FOR LATH TO x NAMLS OR\ STRUCTURAL STID 2 ecuE.'I Mn•.I'-O• STAPLES INCOMPLIANCE W[A67M CIS61 r 2. WI! TIES TO OE (NO. M) 0.0416• WR! / ` — 1. WALL 6 16WOLN MAY 0! N =MEN/ \ 4 .4' SELF-A7IERNG M@'aRA E 6 TO LOLL M 6 R N MAY E IN PLAN I� III I FLAGWeM (OGMR•ATIOLE Lv WOu6E VERTICAL LATH Lover MATERIAL) OVER Ai'PROV!D WOU80 yyyO�LLL yaµEt ps y� 0 a iLL.j M9 PAPER DETAIL ILAeIa(o *� 7__ WOOD STLD6 1.OR L!w PIPEMLR10R/u•CRRETRATION T1LASHN6 (COMPAT10LE LV MOUE!WRAP MATERIAL) OVER 4'x4' NOIIL 61EATMND ..' �,.SELF-ADIERSMSIDE LAPS OP METAL Rr1SH M OVER0E SICIREA ES SMALLDIALDNO �FIOM6t WRAP.ITO M" TYPE CONTROL JOINT �L' e ~�TIX�ry�0 WrTW 1SW TWO ISETUM M N NIa 'U STUCCO 4• Lx . urw CUT NID OVERLW L!! AT NTFRvAL6 NOT �• L•`F • FAFoe SELF-AD(ERIMO MEMBRANE E MOM TWAM'Y (22e-I•M)M-AS14 E• CVT AND OVE I.AP ONE SIDE OF As PER ASTn 0Ie61 STEP 01 STEP 02 FLASMN6 ��� 1 L FOLD MYYp . FT. A 2 t IGLD NLMO . FT. A ®� XCRKAL.^.6 ® KICKOUT —L FOR NE*AIR CPTEA" M HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) DETAIL N Y PA70- TEAMS 3 A 014 ee P TA & PAPER DETAIL MRMA P SP 1—O N.T.S. PER Muni. 6Pla OR w • O WOODwwSHEATHING L FOLD wAl.a . ® L FOLD NYIO . FT. A ' OR C IU rt'A 1f.1NARE.Pr. ■ " WRB LAYER h, 1 arrAft . M. 6 1 CRIA1L . In. o STUCCO WRAP (FRAME ONLY) 1 (x.LW . FT.O 4 R. FOLDGR. 611E . C TOYOcum N ® WO OI,ILAME THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT LEGEND r CEMENT PLASTER (EMU) *—.. METAL LATH (FRAME ONLY) LAP U1RB i TAPE OVERDRAINAGE PLANE (WRB TLwr LAYER 01, STUCCO WRAP) MAL P". uQ pTHIOC1COATaM1Ntr ? VXV 'L' TYPE CONTINUOUS WRB LAYER 02 (FORTIF15ER — — _.— ----- INGI �w°FLAAMR('""'�' L (NAIL TOPROOF DEAL CK NOT BUILDING PAPER) EIRE LAYER e• FORrPEEe iD L WALL SHEATHING) OMILO M PAPER 0WAPS CWT1 USE LAYOR•. GAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X Wo= wA ammoan INSTALL WITH ROOF CEMENT oUDDIV. 86 TARN ABBOTT PARK LOT #21 BLK #7 PIIOJTBCT# 04181.000-21071 moDELA E401 "2828-ENSLEY' GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH iAC LAP LATE OF MuLmm MAr OVER Wlltl 114ML"L 60I1P STUCCO �,V �, ROOF CEMENT WOOD OR 1/1(o" ZIP WALL I; 400 � ROOF PER ELEVATIONS SHEATHING DUALI1ILAMM SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION V, How F6T mw 1RAL f6H0 OR .oL,am-1m3.11 / ASTM C-841-14a, MIN. 2.5 LBS. PRINT DATE: 05/04/21 ««LEEM.ow.0 a°' "MEM,wFnE 'o. 'Row PER SQ. YARD (UTILITY OR NOMINAL SCAL-E:1/4'=1'-O" MOM OMNAP 21. SMA161w FAVW4 OG MwL "L" FLASHING LATH DOES NOT MEET SPECIFICATIONS)ow SHEET 5 N.T.S. W A 1 INSTALL 6' SELF-ADI-IERIi' MEMBRANE FLA 14M6 OVER TOP, SIDE(6) AND BOTTOM FLANGE6 OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLA614ING TO BE, I`<X. L BOTTOM. 2. SIDE8. 3_ TOP VENT CAP I6 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JONT6. X' E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOHM AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND 6TU CO ON ALL SIDES, Y1 CAULKING a JOINT ALL AROUND PER SECTION R703.7 bdalor bfty and dwwft BACKER ROD I Exterior use of Portland cement plaster shall comply with the application .X requirements of ASTM C 926-18b. ,X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, r or ASTM 1787. WRB LAYER 9, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH UM LAYER 7, FORTIFISER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD 6HEATHNG LAYER 9, 6nJcco wRAr LAYER 4, FORTNBER BUILDING PAPER uJooD c°N6nJcnoN METAL LATH S' G�1J VINYL CASING BEAD W RAISED BAND K' ro lf' nlD-wA�L wEEP ecA�m 6' UDE STRIP SELF ADHESIVE FLA6NNG, CLEAN MABQRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER a2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2,5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING WRB LAYER 1, UNIT STUCCO WRAP PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIF15ER BUILDING PAPER SEALANT 6 TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER LAYER 9, STUCCO WRAP 6B DRYER VENT (,BLOCK) NI' TO )J' MID -WALL Z—WRIB LAYER BUILDING PAPER fIFIDER WEEP SCREED METAL LATH WOOD l/a' TEXTYlD CQMTIIJCTION . y�FM16H •WOOD 6' SELF-ADHESIVE FASTEN TO WOOD STRJCIURAL FLASHING v CMU MRI'MR a T' = MAX BUILDING PAPER OVER QUICK WOOD FRAMED 7L ToX'[71QJY9LL Y FLASH' f — — — —I WALL — -� HORIZONTAL WEEP SCREED L] " PIPE THRouGH i WALL (FRAME TO FRAMES 6 WIDE 6TRP SELF :.. ADHESIVE FLASHMri, CLEAN 1 \ MAGORW DE OI! APPLYING "r �-TEXTII!!D FNISIN P1A60NRY 6' SELF ADHESIVE ''LRMNGF.SPECS HORIZONTAL WEEP SCREED PER MANUF. 6PECSJ (FRAME TO BLOCKI DUILDINGPAPER UNDER 'GUICIK FLASH' ELEC. METER FIELD VERIFY LOCATION WRB LAYER 9, CUT OPENING IN STUCCO WRAP A' ENT PENETRATION APPROVEDSTALEWRAP FOR BOX INSTALLATION � SCALE, N.T.S. CUT 'X' INTO WRB LAYER 9, SELF -ADHERING % 1 STUCCO WRAP MEMBRANE FLASHINGAPPLY SELF-ADHERINGWOOD SHEATHINGMEMBRANE FLASHI'OVER BOX AND OVER APPROVED WRBLATER 9STEP rl�--VELEC, *1 STEP #2 METER FIELD LOCATIONWRB PDIFY BELOW YWRAP STUCCO AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM A� — '�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT 611GH THAT 6 APPLY 60 MIN ® 6ELF-ADHERING NO MEMBRANE _ GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOU6EWRAP I1R5 LAYER 02, F-ORTIF15ER BUILDING PAPER STEP #3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) STEP #5 STEP #& @)ELECTRICAL RECEPTACLE LATH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PN: 407-774.6078 FAX 407-7744078 wwwAbdesigngmp.com AA N: 0003325 Mae e Q q V gill I a EUDDIV. 6e LOT ABBOTT PARK LOT #21 BLK #7 1P1t0J=T# 04181.000— 21071 MODEL: E401 "2828— ENSLEY' GAliAOE BWZNC;: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 01 PRINT 05 04 21 DATE: / / scALE: 1/4"=1'-0" SHEET WA2 WOOD SH WOOD CON6TR)GTION V.' HAT CHANNEL ' TYPE 'X' DRYWALL WOOD 614EATWNG . WPM LAYER'(, STUCCO WRAP ]' THICK, 3 COAT C PLASTER UPS LAYER'(, STUCCO WRAP' AMICO AMW6-W FWC-T80 CUSTOM f.ASNG BF_AD NO GAP N FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL.® CANT. SCALE. 1 V2'•I'-g)' SXT. WOW FRMEC WALL WRD LAYER q, &M-FLOOR DECKI C STUCCO WRAP WPM LAYER 4. FORTIFIBER PR!-@160 TRM6 BUILDING PAPER ]' THICK 3 COAT CEMENT STNE WIIAn�6A RERR q PLASTER (LEATHER RE6MTWE 6' 6AF. a TOP OF WEEP SCREED BARRIER 4 TO SFEAT14ING BEHIND WEEP 6GREED "r,43 COAT CIP O 4' POSITIVE DRAM WEEP ficmpp TAL LATH WOW GHEATWM- 6' 6ELP-ADFERENG PLASHING WRAPPED a TOP OF WEEP SCREED 4' PChITIVE DIVA TO SMAT14NG BELOW \ � WRB LAYER 9, STUCCO WRAP (6HOWN F SEPARATE ' W1RI5 LAYER 4, FORTIFISER rl i BUILDING PAPER SELF-ADHIERENG FLASHING WRAPPED a COMER OF CANTILEVER 4' POSITIVE DRAM 1 /2'. nrce,�_sn NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT C:FIAMNEL VINYL CASNG BEAD Sro' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH ]' THICK, 9 COAT CEMENT PLASTER YNYL COMBINER BEAD VINYL C:ABNG BEAD L 11 D DRIP EDGE INSTALLATION 6/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH ]' THICK 3 COAT CEMENT PLASTER VINYL COMER BEAD VINYL GAGING BEAD WOOD CONSTRUCTION -HEATHER IM616TIVE BARRIER 'I -WEATHER RESISTIVE BARRIER 'Q ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATHING (2) 2x12 HEADER EXTERIOR )4* CAP FOR BACKER DRY WALL ROD 8 SEALANT- -' THICK 3 COAT avviR VNYL cAm4r. BEAD PWTER WATER PROOFING 4t. ima.2 WAQ LAYER (2 LAYER PEI 4 STICK) ONLY) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER !' X !• 2i GA GALV. PEEL 4 STICK) METAL DMP EDGE SET N FULL BED OF i' PEEL 4 SEALANTJI' MN SPASTICK a DRIP FACET THEROM DRIP EDGE TO FACE TO TREX DECK Y4 GAP FOR BACKER I )j-XI %- P.T. OR 61M ULATED ROD 4 SEALANT WOOD ITREX) FILLER C:ONTNJOWJ6 I WATER PFIOOFNG 14t WEATHER PM616TIVE LAYER (2 LAYER PEEL 4 s BARRIER STICV WRAPPED FROM .,. WEATHER RESISTIVE BALCONY DECK TO 61ARRER R CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK DECK MEMBRANE, EXTEND OVER DRIP 6WA FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET N FLL BED OF 1)i'XI y4 P.T. OR SFILA SEALANT. JJ' MN WOOD (TREX) FLLER SPACE FROM DRIP CONTINU" FACE TO TREX )W GAP FOR VwtmyL MAD ROD 4 SEALANT _ LAYER f7ROOFINS lot LAYER PEEL 4 FINISH LAYER (7 LAYER PEEL 4 STICK)STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT ONA*EL CANTILEVER JTWICK 3 COAT CEMENT PLASTER METAL LATH SAE' TYPE 'x' DRYWALL WOOD SHEATHNG WVTEXTURED 4 PANTED WBAT M RESISTIVE FNlbl WEATHER W618TIVE ]' THICK 3 COAT CEMENT RASTER ANYL PID GAP N FIELD (SHORN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66ORRIE6 OILY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION WOOD CON6TRUCITON WEATHER RESISTIVE BARRIER M LLEATHER RESISTIVE BARRIER 4 ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 04EATWNG HEADER/BEAM N OF ONLY) @MIF—�Q INSTALLATION XU N 6HEATHIVG FATHER RESISTIVE AR\RIER 'I SA7HER RE816TIVE ARRIER n 6AP. \ -EEL 4 6TI X I )b'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, V MN. SPACE FROM DRIP FACE TO TREX u WOOD (TREX) FILLER CONTINUOUS J14 GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 6/6' TYPE 'X' DRYWALL WREXTURED 4 PANTED FIN16H ]' THICK, 3 COAT CAR -ENT PLASTER HEATHER RE616TIVE BARRIER 9 HEATHER RESISTIVE BARRIER 4 PEXTERIOR COLUMN COLUMN SHEATHING 6' SAP. I )Vx3' 'L' FLASHING FULLY EMBEDDED N mom CEMENT I N X 3. 26 C.A. GALV. METAL DRIP EDGE SET N PULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP WATER PROCPING Rat LAYER (2 LAYER PEEL 4 STICK) LLRAPPED FROM BALCONY DECK TO CANTILEVER ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 6HEATFING 4' POSITIVE DRAM WEEP SCREED LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WR5 LAYER 62 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR l/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING VINYL COMER BEAD J / (SHOWN FOR CLARIFICATION OF vlN .L COSING MEAD SEPARATE ACCE660RIE8 ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE. NTS WDOD SHEATHING 2x FRAMING MEMBER ]' THICK 3 COAT CA"M PLASTER 2 UT GQftlaJWAQ FASTENED TO ONEATHING • T OC. MAX. c WIRB LAYER -I, STUCCO WRAP I WOOD SHEATFIING METAL LATH W!D LAYER 7, FORTIFIBER BUILDING PAPER ( ,� ,� (CORNER BEAD ® FRAME 1TA -k 2 1/2' - CORNER BEAD (FASTENER t SPACING • I' O.C.) CMU 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK WRB LAYER 'I, STUCCO WRAP WRD LAYER 02, FORTIRIBER EWJILDMG PAPER-� METAL LATH ]' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING , WINDOW FLANGE WRi LAYI BUILDING METAL L4 j' THICK, : PLASTER b'SELF-, FLASHIM DRIP C, WINDOW. 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) x—x—x—x SHEATHING ISTUCCO LAYER WRAP ErMETAL WRBLAYER 02, FORTIFIBER BUILDING PAPER LATH (ExPLo ED a' THICK 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA 6: 0003325 y #4 r g a RR 0 A a BUBDM 8c LOT: ABBOTT PARK LOT #21 BLK #7 P1to"wTo 04181.000-21071 moDm E401 "2828— ENSLEY" GAP.AOZ BVIMG: LEFT PAGE': WALL ASSEMBLY DETAILS 160 MPH ER. C 1 PRINT 05/04/21 DATE: scA.LE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WQB LAYER M, STUCCO WRAP WIRE, LAYER 52, FORTIF15ER BUILDING PAPER METAL LATH � i' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING ANY ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIRBER BUILDING PAPER METAL LATH .(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 81, — STUCCO WRAP VINYL ANGLED WRS LAYER n, FORTIFIBE BUILDING PAPER 4-:� METAL LATH i' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) METAL LATH WRB LAYER M, STUCCO WRAP WOOD SHEATHING WRB LAYER 62, FORTIFIBER BUILDING PAPER i WRB LAYER "I, i' THICK, 3 COAT CEMENT ! STUCCO WRAP PLASTER WRB LAYER 62, FORTIF15ER VINYL ANGLED i 5UILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH �THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17A BAND (FRAME) SCALE: I I/2' • I'-0' Yi GAP TYP CASNG BEAD IX TRIM MEMBER TO TRIM STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP 41CK 3 COAT CEMENT LISTER AL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHMG WRB LAYER M, STUCCO WRAP CASING BEAD C6' SELF-ADHEREMs FLASHING OR PEEL 4 STICK SIDING TO STUCCO i 8 CASING BEAD (CROSS SECTION) mono O."TNNO MAIIIIIIINIR -1 URATINER ISAIWEER mm6TM / I YVr Y.• x"LAr 610MWGULP � 1 R.A6NN0-MApelu+a ` I 6TART[R 6TRIP / \ \ 4 \ eL'eLG�ltlff I 1 � � � ra�� Rslb ��UaATMR �a6TIVE R �asTlve SAIIIIIIIIIIIIIIL RM1M QAJ.V9 METAL 'r PLA814rN�6.� . OEALQID!!!1 'u6 oxO`iRITM Imo' e!!R , X W OrLILATI D TRM rofflo R \�1 / GAP GEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-641-14a, MIN, 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING SEALANT WINDOW FRAME 2X FRAMING MEMBER SEALANT WINDOW FRAME x—x—x—x 0 J' THICK, 3 COAT CEMENT PLASTER METAL LATH r WRB LAYER e2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (wl%, FLEXIBLE PVC BACKER ROD) WRB LAYER 91, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP i' THICK, 3 COAT CEMENT .ASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING CeYGTO V 6eLJ•-ADFiRl1G ASHM wooe 6NEATNN6 ~ WEATHER RaN6TIVE REATNER ReasTwo BARRIER D.tlVR1ER 1 TO LAP i ~ WEATHERBARIIIIIER 1la6TM / / / 6'M ABOVE TOP xlll TRAP swab 1 I 1 M a M �asTlvE tiR �\ / SER 01, �''y��"s°'sn i i STUCCO WRB YWRAP i I I eTaeeReneP / \�I °A'LrLweeNn� b' WIDE FEEL 4 STICK I on OVER FLANGE \ I WINDOW FLANGE Y x r Tee ABOVE TOP E-Z BEAD VINYL CASING nn� Raboe eye a r rLAeNsn 2X FRAMING (W/%' FLEXIBLE PVC BACKER RO*N e-z eeAo vsm uesn K. x r BACIQM R=) PNC / , uIOOD TRADN111 R MEMBER -APPLY FULL BED OF SEALANT BETWEEN ' 6e' allu-AeFEItlNS \ � , I PLA6NN0-�Ep� �� FLANGE 4 BUILDING WRAP rLA614wo \ 1 BUILDING :zL LQ•p+r iu a \\ :.�' , OR AP1 40VFD SEALANT `WCAALKW4``•�� WRAP , KWTIVe ... BARRIER 1Re61eTIVE REATNER 010"Tw [-z eieAo v mi dam e4RRllle 7 BACICER w Pei Pvc SIDING TO STUCCO WEATMQsn� 0 FRAME TO FRAME A Ez BEAD WINDOW CASING 19 TRANSITION 16x 1441 N. RONALD REAOAN BLVD LONGWOOD, FL32780 PH:407-7746078 FAX- 407-7744078 wwwAbdesigngroup.eom AA 6: 0003325 J S as a a aLMDty as LOT ABBOTT PARK LOT #21 BILK #7 P3tOdL'CT* 04181.000-21071 MCD2T.IA E401 "2828— ENSLEY' OARAGE awsxO: LEFT PAOM: WALL ASSEMBLY DETAILS 160 PH W. C NJNOIAD aE TAIRN IN aME TIE VENTFROPERLY C P NO 1P BHOYRI IN C (LV.VNAiED AIJdlD. VEM MPE IS SEMED IF UIIUiED. NNL W FLAQ U61ND 1-1/C NNLa AT FACN COIbER. ROOFING (YMEM sNolAn ae M�nED ro ALL sIANa.E EDDES rEAn THE DUPER EDDE AIO AAOIRID TIE lNTIE?ERMEIER A9 NECM VEM OPENIRa WT1l ROOT BHNATMIq. 3� TE OPENNG IN AOCORDMIta' WTN TIE RECOIMEIDEDIN SEVERE wJ�T1ENCW3TM. LOIBIRtICTC(/ZOfE3. OMRT 6110NN. IN TIE EVIXf A MEUVMK VEMFMI IS WED. S� THE VEM DRENNG W AQppVILE Will VEM F1W 1MM1FAf:fUNES APING DOHECl10N WammcTloNs DO MDT G!f WTO TRSSES OR AAFR/a WEN tMDNq TIE OPENIA) IN TIE R(%T. INIERFOatq SHNCAE NNLS AwDI?O TIE �."'-c PENAEIeR Df TE tWDANG 50 THAT TE NAu1NO FLANDE of TIIE VEM LAYS AJ1T ro TIE RtxX SIIEATHIq. suDE THE TOP MID SIDE FLINGE9 OF TIEVEM UP MD I?L1ER SHNDlE3.ALLOW THE aOTTCAA VEM RA/AE9roUY ON T! MOP OF TNF SNN(REa. Fe-1--o� ROOF HOOD VENT DETAIL OUT 110 seem AT AS' ANSLE AFFROVIND WOMEN AP C%'m aWAT"m Ov1114 uD orm WALL STEP 1 WTALL a'- &W-AOIEIWb R.ArEn OYES NALM R-Mtla AT JITIS DOdD nMIN ELE ?LAaMMASHa I. onou a" ILD(W1a DO 14M SEAL alarm+ m STEP 6 TOLD-1!' * Sec IUDC AD U'S7 AL HEAD ?OLD IIOUOaw N AT JAPM I aLQ! au R A?E MA OVER R ALIGN R..Aa1EAa W? M. EDaE LP ELL RO. NloLAMOALLY FANEA FAN= lPdM (CAP HALO. STAP1.E11) 14TALL DIFONT ILlDd~ Al T1 ?LASIIM AT TH DOWN A TAPE DIAOCNUL CUT ACROSS HNAD w Waoaa iiiiiiiiiiiiiiiijIlliililill PLUMBING VENT DETAILS F SEALAN ~ 4i WILT TO 11DWI MA LAMM N M-Fwim IOJWS oS INSTALL S' ODE ADZE" - BACTQD RAXNILA R.ASISAa MATEWAL OVER DNOF CAP JONT (PItlTECTo-WRAP en-20C aF E47M) STEP 8 -14� WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS x• wDE VMLEY HEAVEFIA61alq 10 FA41NE18 WMN 50N M R FELT A' OF MNTRIV R tT FAaTMER3 W UNDEIIUYMEM II END O eNWgIL JITENDEWDaHN A6?IMLT AT IPAST I aaroro VMI.EY I RDOFING CEIAEM ,, 't1F?EDDFT GORIER AT M DEOIEES --sIAMOLEs TRIMMED r M FROM VALLEY CEMERUNE ROOF VALLEY DETAIL APM.Y 001 FW (O KiLAL) SEALANT A R.IYD Apr --No RLAAHM (LINGO uWM-@aAL 1110-01 OR EGLIALA SLOPE Sal TO Ex IT E TTNI CONTACTORS RlSPONSIDLrY TO VWWY riNI CO PATIDILIIY OF ALL FRODUCTS NCIAND HOUM~. MALANTS A SELF-ADI41111100 R..AOWM MATEMALS 1 0~ CONSTRCTION . NaTALL ALL MATIONA LS FM M "ACTIVEM WWSTrBN 6MCFICATI" MIEMIGL NAL/NTS MAY REACT ADVEMaLT F NOT COMPATIOLL Figm— EAN AND SEAL JAM TO GILL JONTS WITH IIES FOLLOWWG CC MIPLETION OF RION RETROFIT WOW � R SCFI" &WOW SHALL BE IPIPLISMIE ITED AT ALL WINDOWS WTN EVIDENCE W OF WATER KSSION EIRLOW THE WMOOW OPENNG AL INTERIOR PERa'1ETER OF WINDOW WITH ALANT blft TWO C4NTACTOII6 RIMOWENLTT TO voeFY TINI COMPATMLRY OP ALL PRDOUCM NCLUDW SEALA4% A OW-AD441000 PLAWND MATEIALS USED C'm"m CLWTRCTICN 7. R.ASHNa AT ENIEPWR MADOM AMC) DOOR Cla"M SWILL EE 14TALLED IN ACCORDANCE WWTN M411114CTUIVIRS MTALLATIC?I wTRCTN" AND APPWVW MTNOO U OF FEC RIVSA U N ACCQMMCE WTN MINISTRATION MANlACTNQY POTALLATM 40 FLAW*C. wT1UCT101S. 1.rr WSRIN& GRAL.WTS MAY REACT ADYSRSELY P NOT COITATIELE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 www.abdoWgngroup.com AA S: 0003325 QPPP O � � W �WWz F ° iF7 sv>0aiv as rAoFr. ABBOTT PARK LOT #21 BLK #7 PROJL'CT* 04181.000-21071 MODZIU E401 112828— ENSLEYA' CA P.Aas 81WMG: LEFT PAdl: WALL ASSEMBLY DETAILS 1B0 PH A. C IR SCALE: 1 /4"= I'-0" SHEET WA5 \ 2x& SUB-BANb W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP DRIP EDGE d\ 1� 1/8' TEXTURED I FINISH i WOOD 1 �� 2X6 Sue 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP YS' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� T/&. TEXMFED FINISH • WOOD, U2' TEXTURED FINISH • CMU METAL LATH { \ WOOD SHEATHING TOR CMU WR6 LAYER 9, STUCCO ~(FRAME ONLY) WR6 LAYER 02, FORTIFIBER BUILOMG PAPER 'k-- - -- (FRAME ONLY) cwP EDGE 1"ETAL KICK OUT ©PL)4N B `\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU 2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E V)4 T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W416'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU 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/J 4'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)(4- ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH w END, WRAPPED IN PEEL 4 STICK ,ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 F'N: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003328 a 8cT81D as r oar ABBOTT PARK LOT #21 BLK #7 PROAMT/t 04181.000-21071 MOIDMIa E401 "2828— ENSLEY' GARAGE 81rMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 PH W. C 1 SHEET WA6 4" ONC. SLAB _ TE-1 Tp'OP TOP OF °4 4 SLAB 4"CONC. + SLAB I ' 1 g' 0^ — — — 1 FM-18x18 m Iw Iw a rn i I FILLED CELLS 18" O.C. MAX LINO 1� 4 U o C] U pp 11 ,., I x i�`-4"PVC L _ WCi m i i CHASE FM-18x18 EXTEND Iy 6 p, I g LL 11 Y Q SLAB 1 1/2" , 1A It i 33'-11" I 9,9 11 j1 � FL TO (FIELD 11; FLOOR (FIELD 0'-0" F� _ _ IN. ELEV, - FIN. COED. SLAB m �I LL VERIFY EXACT �1 LOCATION) aI 1 8 T-0" LONG 1•i CWG12xl2 WI,O"HOOK m _ _ _ _ _ _ _ ® 18" O.C. EXTEND I I § `� H SLAB5112" � I 0 \ 5 I3' I I 2" 7 w I E ^I y I I 8FOR CHA R 1 ISLAND SIM. 1A 2 ,• 1I a ii CL I 4 4 N I _ I I 11 x m I IN —R" I m II FM-2Dx, e y LL I U 27'-4" 10•-8" N x� I II � —�I• 14 a I I rc @t 1.1 1. ,.1 FM- F L FM-l6x18 F1-24X24 L6x,8 SLAB7EXTDR" of _ _ _ — — C"3I )4 CONC. !° L) " 1 lA 2,_8• 1-24X24 18'-0" ;,, YA' "' 3'-5" ( SLAB aO wl 0 I I.3 1l2"* L�!x I FM-12x18 o T b I , 1AI w b p U 4 I Luo � ' L_ _ _ _FM_18x18 J J LL FOUNDATION PLAN SCALE: 1/4" - 1'-0" �111111Lt1i]Z-1Ld:I:La14t*� 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +0•-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION + 0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE 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 WITH ARCHITECTURAL DRAWINGS, S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES M5 BAR, OINDICATES #6 BAR,MNDICATES t7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#15 = 30", 06.361. 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: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. MARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W VVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 618 W1.4xW1.4 OVER GENERAL 3 1/Z' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17, CONTINUOUS 161 - (2) #Ss (+)(Y.0' FMC-12118 17' CONTINUOUS le" - (2)Oft 85 IN CURB VARIES FM-16x18 16' CONTINUOUS loll (2)#Fs (+)y-Y' FMC-16x18 16" CONTINUOUS 18' (2) Ins #S IN CURB VARIES TE-1 8" SEE PLAN 8' (1)#5i #S IN CURB CW-12x12 12" CONTINUOUS 12, (2)We (2)Aft CM 12x12 12" CONTINWUS 12" (2) 06s (2) Oft#S IN CURB (+p•-0, F-24x24 24" 24" 16' (2) Mft (2) #S's (+) 075' FMC-20x18 20' 1 CONTINUOUS I I$" (2)065 VARIES FM-20x18 20' CONTINUOUS IS, (2)N5i (+p"-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngrou p.00m L AA M: 0003325 sunioxv. as m-m ABBOTT PARK LOT #21 BLK #7 PROJ=T# 04181.000-21071 MODMI.9 E401 "2828—ENSLEY' OARAOE egIN0: LEFT PAO)c: FOUNDATION PLAN 160 MPH E . C 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED (r �• Q. CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a per. r CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS , F 111 •._ v. � O C QQ m w _ Jv, ram. ' GARAGE DOOR -• I RECESS •, `I� � FM 525 i 8" CMU WALL O 8" CMU WALL , I CORNER BARS, SAME SIZE AS LARGER BAR I W W 9• O io ? +- 0'-O' FOUNDATION WITH 30" LEG EACH ' •I a W U ai p•.p. TOP OF SLAB W WAY AT ALL CHANGES IN DIRECTIONS . SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS I �I' CURB FOR - - VARIES MASONRY I EXT. PORCH SLAB , :. SEE BLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORV) EXT. PORCH SLAB4" �UAND SEE SLAB SCHEDULE= TOP OF GARAGE I I" CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE ' b• UNITS SET AT ELEY. W/12"ISOLATION JOINT (WHERE M3 18'• 6" CHAMFER 2-STORY) 2C' W/ 1/7' ISOLATION CHAMFER (1STORV) 6" CHAMFER (2STORV) 017 APPLICABLE) i SEE SCHEDULE 30"APPLIC)WHEN 'DINT, EE SCHEDULENS TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WXD, BAR SIZE 06 R WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY W, BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAF:3<=1'-0 scAE:34'�1'( CORNER BARS DETAIL OPENING GARAGE 3 (D2D0q0QR SCALE: 3/4"=1'-0" SCALE. Z (1) N5 REBAR VERTICALLY W/ CONIC. U Q POURED CELL O Lo 8" CMU �o aa N4 REBAR ®24" O.C. Q CENTER OF STEEL REINFORCING IN GROUTED Wm S SLABCELL SEE PLAN FOR SIZE AND i Q� i KO W SPACING REQUIREMENTS ILA I O ?CLLI � I $ NEW REINF. BAR _ O If SECURED W/ 2- PART li g oil T CAPPED I EPDXY. MIN. EMBED K GALVANIZED PIPE 5 O G • °� W/FLANGE Q BASE FOLLOW Q FF OLLOW ALL MANE. m U IV 4" CONC., REINF. W/ = C SPECIFICATIONS FOR N Q I 7 a .- .I I • f 810 W WM ON S' b = m PARATION OF PRE O ( W CMU WALL N 8-MIL POLY ETHYLENE l VAPOR BARRIER ON i%� HOLE. Z K ASS RE I SECURE FLANGE w - TOP OF _ WELL -COMPACTED I •- CLEAN FILL TERMITE j • TO SLAB W1(4) 1W X 2 1/4" p ! TREATMENT SHALL BE TAPCONS O}. O•Q' I• 1F 4, BORA-CARE .I u. QQ Y' Z i SEE SLAB SCHEDULE - I (2I CONT. #4 REBAR 4"CHAMFER (1STORV) "ISOLATED" COLUMN PAD , I.. F T CHAMFER (2-STORY) CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH (2) N5 REBAR ON CHAIRS . -'�� FOUNDATION AND SLAB • ., SEE SCHEDULE = FOR WXD, BAR SIZE K ITMIN DEPTH INTO Z W 2,000 PSF VIRGIN SOIL OR 95% / Y AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL i COMPACTED SOIL L ��/LLL SLAB HEIGHT LESS THAN 3'8' U PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP ��� BOLLARD MONOLITHIC FOUNDATION FOOTING AND COL. PAD J V 7 W/ BLOCK WALL SCALE 34"=1'-0" SCALE 34"=1'-0 SCALE 3/4"=V-9' SFOOTING 1 A SCALE: 3/4"=1'4r LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2c4 OR 2X6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2:4 OR 2z6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE DBL TOP PLATE SECURE ST. PLATE TO BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL NAIL i6" O/C STAGGERED. 16" OIC STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO (p UPLIFT IS PRESENT. w UPLIFT IS PRESENT. POURED LINTEL CONT (TVP ) Ix SLAB SCHEDULE ,ro �" 8" CMU FILLED CELL (TYP.) Q SEE SLAB SCHEDULE + 0'-0" [SEE 2X WALL FRAMING TOP OF SLAB —�� +- lT 1Q" DIA SIMPSON ST62 BOLTS 5" TOP OF SLAB - MINIMUM EMBEDMENT INTO + •�� GROUTED CELL 4" FROM ENDS AND 16' O.C. VERTICALLY MAX 4-as SEE SCHEDULE FOR WXD, BAR SIZE EQ. EQ. EE SCHEDULE AND BAR QUANTITY FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL (NO UPLIFT) jell WALL CONNECTION 8 6CALE3""=,'-0 (NO UPLIFT) SCALE 314'=1.-.. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoWgngroup.com L AA is 0003325 fat, Q V SUDDIV. ec LOT' ABBOTT PARK LOT #21 BLK #7 PROJECT+/ 04181.000-21071 HODELt E401 "2828-ENSLEY' GARAGE BIIIIIIIDIG: LEFT PAGE: DETAILS 160 MPH EXP. C 01 PRINT 2104 DATE: 05 / / SCALE: 1/4"=1'-0" SHEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 7l4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX 407.774-4078 wwwabdeWpgroup.eom L AA •: 0003325 8 W F J a susDm at LOT: ABBOTT PARK LOT #21 BLK #7 PnOJMCT# 04181.000-21071 HODZIe E401 "2828— ENSLEY' GARAGE ammo: LEFT "'FIRST FLOOR DOWEL PLAN %160 MPH EXP. C SCALE: 1/4"=1'-0" SHEET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. - - • 4 - sr_ TO HORIZONTAL REBAR W/10'HOOK Z ° ° C GROUTED BOND BEAM " VARIES PER ELEV. ' Z _ a I• g • •° a a O p 06 BARS _- � • 10'HOOK g ••�— m Ea ^ _ a ° —� • a CLEAN OUT REQUIRED "� FOR INSPECTION u] •O O 0-0' FIN. FLR. O •° TIE R71CAL jj AL a TO HORIZONTAL 5 - REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA.rA— �f--- • Z U N3 18' V NS CMU UNIT ARE NOMI DNAL SIZES BAR SIZE 48 OFFSET METHOD CONTINUOUS BAR DIA. 47. METHOD « z< MASONRY SYMBOLS HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL #5 SCALE 3/4"=l'-0' REINFORCING REINFORCING SCALE: 3/4"=1'-0' 1 SCALE: 3�4"=1'-0" LuLu W Jy NEW REINF. BAR ¢ N SECURED W/ 2- PART a a I EPDXY. MIN. EMBED 6'. UNO = S FOLLOW ALL MANF. V1 SPECIFICATIONS FOR X C USE AND V, a PREPARATIONOF Z W HOLE 4. T• e • �` Q 14 STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 314"=l'-0' M 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgnglouv.com L AA �: 0003326 Q tn W x O wmm sUDDiv ac LoT. ABBOTT PARK LOT #21 BLK #7 PROJ=T/ 04181.000-21071 MODS%, E401 "2828—ENSLEY' GA tAGZ BMWO: LEFT PALM: DETAILS 160 MPH E . 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 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W (8) 1 Od x 1 1 /2" HOG NAILS, WOOD TO WOOD: SIMPSON H1DA OR LGT2 W IOd 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P13S38, .177" - x 2 7/8' LONG, WITH WISHER a 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 DESCRIPTION REMARK O (2) 2X8 BEAM SCHEDULE RMERM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. = TOP OF ARCH I 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 (re SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)MS (1)MS WA GROUTED SOLID 882 MASONRY 3000 Bxe (1)p6 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4' - 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-77445078 FAX 407-7744078 wwwzbdesigngroup.eom L AA A: 0003325 Q _r A a l Sv W 0 stMDly as LOT ABBOTT PARK LOT #21 BLK #7 1p1lOJmT/ 04181.000-21071 MODSI1 E401 "2828-ENSLEY" GARAGE BwnIG: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 JPH EXP. C of 01 PRINT DATE: 06/04/ 21 SCALE: 1/4"=V-0" SHEET s2 AG CORNER BM Wl 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 19' p5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL $O AS TO ALLOW BENT BM TO BE PLACED IN UPPER AND LOWER BOND BEAM I—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS �3AT CORNER STEP CORNER STEP SCALE. 3l4"=1'1T' P$54F�P PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. �S�po -. Q� NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) M5 BAR CONTINUOUS MOUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A p5 BAR IN EACH COURSE. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A UNTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED W/ GROUT / U =UNFILLED NOMINAL / WIDTH /AOF IN 2NO BOND CO / BEAM COURSE NOMINAL 56Y. HEIGHT M OF 05'S, TOP IT IS THS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/1MgB INDICATES A DOUBLE BOND BEAM t OF NS'S, BOTTOM AND XFXX- 1 TMM008 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1 TA MNB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•31/4" a C WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION Y SCALE: 1 12"=1'-0" 9-101 BBB• bDI BOND BOND BEAM 1A6 7VP. B'k16' �p BOND BEAM • tA5 8x16 DBL BOND TOP OF BEAM Wl (1) BONO8 M EACH COURSE 8x8 BONG BEAM TOP OF W/(1)05 BAR .` BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM. IF FILLED LINTEL. 8X8 PRE -CAST CONCRETE LINTEL W/(1)"M B(L2) MASONRY LENGTH OF BM = WIDTH OF OPENING -7' OR BEAM DESIGNATION 8.8 PRE -CAST CONCRETE �� LINTEL, W/O STEEL(Ll) REFER TO PLAN FOR LOCATIONS 9 Tn. SINGLE 05 CORNER BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF S. FILLED CELL BOND. BEAM PROVIDE M5 BAR E AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM NOODBEIMM FABRBB?ttBFACNG d.=2'MIN, 2}'MAX =2 tMIN, VMAX W a,=1 }'MIN, 2}"MAX d. =2' MIN, 2 r MAX ;=2 tMIN, 7 MAX A=i }'MIN, 2}"MAX .a = }' MIN, 2 }" MAX 0. =2' MIN, 2 }' MAX 4=2t MIN, PMAX C2)2d 4=7}'MIN, 2}"MAX .a=}'MIN 2}"MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE. • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 i' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d6 = END DISTANCE ; = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s - SPACING BETWEEN ROWS OF FASTENERS ea - EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-174-6078 FAX 407-774-4078 W W W Abdeslgngroup.com L AA M: 0003325 prr a sUNDrv. eB LOT: ABBOTT PARK LOT #21 BLK #7 PIIOJWT/ 04181.000-21071 MODZU E401 "2828—ENSLEY" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C PRINT 05/ 04 DATE: /21 SCALE: 1/4"=1'-0* SHEET %S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS.-0" 9A 10B 3 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 4 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS 2) 2X8 LEDGER W/ /""ANCHOR BOLTS, LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND 8" O.C. APPROVAL EJ2 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES II II II II II II SIMPSON HU28 TO LEDGER SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 9 0 It 11 11n' n 11 n II 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END II II II II UNLESS OTHERWISE SHOWN DIFFERENT. II 11 II II n 11 II 9A 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON uN u n n x Iupl n Np RATIONAL ANALYSIS. II II II II p 10B 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS II J2 11 II �, It u Is x 1 x NOTED OTHERWISE. BM4 �II n n n _ px qn 7 3 4 T I1 BM3 II II N p 11 u p p n m It 11 11 PROVIDE ORAFTSTOPPING I x n 11 A TRUSS MANUFACTURER / ENGINEER NOTES: 9' a aaae = ALONG THIS TRUSS AS TO LIMIT AREAS.F. 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE 1 11 u u II n a II a a»= a FBCR 3TO12� 11 FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 11 11 1 BM1 2. COORDINATE ANY TRAYICOFFERED CEILINGS, AND ATTIC ACCESS _ _ _ WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. a®a m a _ SIMPSON HU46 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO 2X4 WOOD BEARING u x u n WALL W/ SYP NO. 2 n . TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. ii Fili, STUDS 0 '2" O.CMAINTAIN e . _ . a AT LEAST 6'FROM THE CENTER OF THE COLUMN. 11 II II 11 II 11 11 II -_ a�c� — — — - - 11 N II II II II II II II 11 II II 11 II II 11 II 11 = - — c _ 4 ING _ II II II Il 11 II II II II WALL W/ SYP NO. . 2 DBL II o STUDS EA JOIST .� _ II II II II II II II II II u u ❑ n0:�u n u n u a /777 II II II III°II II II I II II \ )a�.�a�= n u u na u u u u u a aaa u 4 -` II FIRE —, DRAFT STOP II II II II II II II II ,� II 11 11 II II 11 11 II II - � — 11 rn\ — - L — _ I AI /� aaaa>=::eza = yy L-g---- — J FLOORB—� 2X4 NAILER � =_= 9A a ,i PRE-ENG. STOOP DRAFT - II II II 9� �____ // \\ MO LEDGERS 108 FLR. TRUSS e-�e a'�� iI 3 9B ((2) 2X8 LEDGER W/ 112 ANCHOR BOLTS, ELEV. VIEW 1 V EDGE SPACING, ,OB 18"0.C_ �Q PRE-ENG. FLR. JOISTS " CA 3 -� 3/4" PLYWOOO: j ! DRAFT STOP �yftJfl 9A PRE-ENG. FLR. JOISTS 108 I , 2X4 NAILER FOR 11 1 3 4 DRAFT STOP , 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP FIRST FLOOR FRAMING PLAN DETAILS SCALE: 1/4"" V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-7744078 wwwAbda*Ip roup— L AA A: 0003325 a! rjj aunDrv. at LOT: ABBOTT PARK LOT #21 BLK #7 P�C ItOJT,/ 04181.000-21071 MODZL: E401 "2828—ENSLEY" GARAGE OMMO: LEFT PAGE: FIRST FLOOR FRAMING PLAN %160 MPH E C DATE: 05/04/21 SCALE: 1/4"=1'-0" SHEET s3 IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 024"O/C, SUBMIT SHOP "RCOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" • 1100 UPLIFT SIMPSON PLYWOOD SHEATHING, SEE (9)1W x 1 }" NALS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010tl TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALUFLOOR TRUSS ANCHOR WITH NOTE: APT SYP Y2 2' x r', TRUSS AND (4)114" x 21/4" SHEATHING TITEN 2 ANCHORS TO (12)16tl x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO 6", 8" z 4'-0" MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 6" W/ 1Dd NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE M 1900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO (16) 10d x 3 �" NAILS 70 GIRDER AND NOTE: APT SYP 412 2' x 4", HTSM20 INSTALLED ON PRE-ENG TRUSS CONJUNCTION WITH ACCOMMODATE GIRDER 6". 8" x W-O" MAY BE ADDED HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 R0WS, 3' CONNECTOR BLOCK WALL W110 10d TO LONGWOOD, FL 32750 WITH (12) 16d x 3 }" NAILS TO GIRDER Or, TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 1/4" PH: 407-774.6078 ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3S0S2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744076 1e2, 2x WOOD FASCIA ACCOMMODATE TRUSS CONT POURED LINTEL W1VwA�OSI SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS Bh6roDP � 2x SECURED W/ (3)16d B x 2 }" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #. 0003326 1a2 SECURED W/ 1 Od TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS J' z GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' O/C FOR REVIEW 2x SECURED W/ (3)16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) J" x 6TITEN HD TO CMU AND (18) SDS }' x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1Z. O/C SEE SCHEDULE SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 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 = Seri LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1C TYPICAL TRUSS/ �,� TYPICAL ROOF SCALE 3C=,'-0 GIRDER CONNECTORS) 2a 2b 2c GIRDER CONNECTORS) 4= 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE �(D 7Al220GAGEP VATIO tOdz1/2HG COMMON NAILS. EACH END TOTAL OF 10 (2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0.-0" TO 301-0" (1) "X" BRACE SEAMS) 30'-1" TO W-O (3)'W BRACE SECURE 2x PT. PLATE PER ELEVATION 0I "X" BRACE ® CENTER BACKS ISLWITH TOBLKW/ L W/ rPRE-ENGIWOISTIJOIST BACKER BLOCK FRMBRACE DIVIDED EQUALLY WASHANCHER SET IN HGHul FROM CENTER TO END. SUM BOARD OR ,/7'HIGH 2z WOOD FASCIq STRENGTH EPDXY S' TH CLG. BOARD MIN. EMBED. AT 32"OCSEE ARCHITECTURAL C MAXIJOIST TO TOP PLATE PRE-ENG GABLE TRUSS SECURE GABLE TO 2xe = TOENAILS P.T. PLATE W/ 12d's 8"STIFFBACK (AS PER O.C. MAX TOP PLATE TRUSSENG)CONT. 2x4 SECURED W/ HTT4 W/ SW A.B. WITH (2)10d's 0 EACH TRUSS x6 WOODBEARING MIN T' EMBEDMENT TO BE INSTALLED SYP No 2 STUDS SEE TO SLAB 8 (18)16d x10'-0"OCMAXOR SPACING. SINGLE 2-1(P' NAILS TO POST., POST TO SIT DIRECTLY a 88i[i BACIMEOCX TBCOM 4500 314" WOOD PANELS 8000 (2) 12" WOOD PANELS BO (2) MT WOOD PANELS 90 2x LUMBER OEM BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE ON SLAB 4500 THOMMSEE 3/4' WOOD PANELS PROVIDE BLOCKING SCHEDULE FOR BOND BEAM RED. 6000 (2) 1R` WOOD PANELS 12" GYP. WL. BD. 60 (2) IZ WOOD PANELS SHEET Sl IA FOR , 90 2x LUMBER � NAIEL 312E AND PATTERN Lor LVL/WOOD POST CONNECTIONS �� BLOCK WALL W/ GABLE END 5PRE-ENG'D TRUSS SCALE 34"=1'0' -JOIST CONNECTION @ L.B.W. -► 24" 2C MW r IJO ST BLEND SPACING SCALE 3M"=,'-0 MAX (NO UPLIFT) END W/I-JOIST IN TYP. TYP. ACIN SEEFRAMINGPLAN END LEDGER BD. MAX MN( MAX LEO E BOARD LU LU EDGE lF?DG'ER BOARD 9aTBOLTW7 THE USE OF ALTERNATE MATERIALS MAY BE -NOTCH DEPTH 114'D O / './//' HOLE EDGE>5/B" HOLE DIAMETER BOLT/J-BOLT 2- WASHER A 51? TO BE USED MIN. EMBED. (TVP) WTM I.IdST 90LNTSl OLTSAREPPLACED AROUND SOLI ,CALL TO BE USED WITH IJdST MIN. EMBED. (fYP) FRONT USED SO LONG AS THEY CONFORM TO THE FOLLOWING sUNDIV. as LOT.il ABBOTT PARK LOT #21 BLK #7 PROJIccT* 04181.000— 21071 HODZIA E401 "2828-ENSLEY' GARAGZi a WM(;: LEFT PAGE: DETAILS 160 MPH E C < 2l5'D SGL. STUD 2. SPLICE OF FROM AND REAR LEDGER LEDGER SHOULD LAP A MIN OF OUTER 1/3 OF 2[ 4� 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY m - 3. ALL BOLTS TO HAVE HASHERS L' A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ 12) 3/4'* WEDGE-BOLT/J-BOLT, 5" MIN. 4. EXP. BOLTS/J-BOLTS SHOULD (2) 2X12 EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES EDGE >5/e" EMBED (14) 1Dd GALV. COMMON NAILS TO HEADER FLN17241 NOT BE AN+CLOSER THAN a SYP PT AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AP AND B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/41 WEDGE-BOLT/JEOLT, 5" MIN. Z arc. z EMBED (14) 10d GALV. COMMON NAILS TO HEADER FLOIT241 ao 5. ONLY LEDGER IN DIRECT g ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS WI (4) 3/4" WEDGE-BOLT/J WLT, 5" MIN. (2) 2" CONTACT (REAR LEDGER) WTH REAR THE CONNECTIONS INDICATED. A FLAT E TWIST STRIP IS NOT EQUIVALENT F VHOLE EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/2" GALV. NAILS TO JOIST SYP PT CMU REQUIRED TO BE P.T. LEDGER A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 ^ 2� FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREKA' 1 BTM. HOLE DIAMETER PLATE < 35'D DEL. STUD D-SIMPS0N HHUS7.25110 G< 4140 LB ,U< 1610 LBS W/(8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FLN25749 E - SIMFED MIU4.75118 G < 3455 LBS, U < 2101BS W/ (8) 3/4" WEDGE-BOLT/JEOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. NALS TO JOIST FLM17241 FLOOR JOIST LEDGER SCHEDULE SUBJECT TO FI AND F2 FORCES. �`i MARK SIZE BOLT SIZE BD 8FV1CIN0 CB0PAL 8PACB10 A DOUBLE SYP 218 1/I' 8" MAX. 24" On MAX. B DOUBLE SYP 2x12 (2) 3/r' 8" MAX. 24" O/C MAX. PRINT 05/04/21 WOOD LEDGER DATE: ��ALTERNATE MATERIALS SCALE: 1/4"=1'-0" STUD NOTCHING ATTACHMENT DETAIL I -JOIST WOOD LEDGER DETAIL 1 1 scALE: 3 r =r-0 AN BORING LIMITS 9 SCALE: 3/4•'=1•-v' 10 SCAIF:3/a"=r-a' SHEET 8 S 3.1 A SIMPSON HS W/ (S)Bd COMMON NAILS 2x STUDS SIMPSON HB W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS FLOOR SHEATHING SIMPSON SPH4/SPH8 BTM. (JOIST LVL PLATE STRAPS W/ 10d. 1 1?'HOG NAILS WALL / FLOOR FRAMING, [-JOIST PARALLEL TO WALL 6' CMU WALL REINF PER PLAN PER ELEVATION 0 0 O PER ELEVATION ,=L M P.T. MASONRY NASCHEDULE,LS ® 17' O.0 1X2 FIRE STOP REFER TO NAILING SCHEULE ON SHEET SNIFOR SUBFLOOR ATTACHPLYWOOD LEDGER BOARDSENTTO LEDGER BOARDS IV (JOIST (SEE SNI FRAMING PLAN) DBL 2X12 SVP by LEDGER. SEE BOLT SCHEDULE, 1053.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL REFER TO NAILING CHEDULE ON SHEET NI FOR SUBFLOOR TO EDGER BOARDS EE BOLT SCHEULE,ER. 0133 A. [)ATTACHMENT 8" CMU WALL REINF PER PLAN PER ELEVATION OU OC R ELEVATION (JOIST 2x4 P.T. CEILING 24� (SEE NAILER W/ FRAMING PLAN) NAILER MASONRY NAILS ®17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL , TO EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'O•' O.C. (AT PREENGD WOOD SEE SCHED. BELOW Nk ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX ll�\� //I 2X4 DIAGONAL BTM. CHORD TI III BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PREENG ROOF TRUSS SECURE 2.6 PT. PLATE TO BLK W/ TRUSS PLAN 7rA= TO TOP PLATE 5/8' GYPSUM BOARD OR 12' HIGH W/ 12' DIA. ANCHOR BOLT W/ 7' A- SIMPSON NITS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 9W 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 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 218 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12da 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 PROVIDE BLOCKING .0. SIMPSON SPH4 OR SPF16 BTM 12' GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS SECURE BL PLATE TO SLAB W/ CONT, 2x4 SECURED W/ (2) l0da ® EACH FILL ALL HOLES, DO NOT USE Q. 12Y9•' WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSS/ VOOD POST CONNECTIONS. TRUSS TO BE INSTALLED®10'-0"O.C. MAX. EPDXY 5-12' EMBED. MIN. 0 16' 4 f1.. 4 Al. 4 A" ^ 1 VQ 1 V V 1 Vl. u'+ OC MAX. SCALE: 3/4"=1'-0" , GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL=XIL 7Ruea7oPosrcoNNEcraN 6CALE: 3l4"=1'-0" • e A - SIMPSON MTS-12 U < 9W LBS W/ (14) l0d GALV. NAILS. • o B - SIMPSON HTS20 U < 1310 LBS W/ (20) 1od GALV. NAILS. C - 2-PLY-SIMPSON VGT/HU4 U <4565 LBS VGT TO TRUSS W/ (16) lt,',3'SDS,(1) 5/r- A.T.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST TRUSS CONNECTION 0 L.B.W. POSTT08LAB CONNECTION 9a 9b SCALE: 34"=V-0" 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 HTT5 POST ON SLAB <U:4,565 W/ 5M' A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. 144i N. RONALD REAGAN BI LONGWOOD, FL 32750 FM: 407-77447078 FAX 407-774-4078 WW"bdeslgngroup.eom L AA 8: 0003325 3 W f 0 S a BLJSDIV. •a LOT: ABBOTT PARK LOT #21 BLK #7 PROJECT# 04181.000-21071 HODEL: E401 "2828—ENSLEY" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH FAP. C NO PRINT 05 04 DATE: / /21 SCALE: 1/4"= V-0" SHEET S3.1B VTCR SPACING (1) AT EACH END VTCR AND 6'-0" O.C. MAX \ ,le� I I of � o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE N T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdosigngroup.com L AA N: 0003325 ounDiv. ac IA1` ABBOTT PARK LOT #21 BLK #7 PROJECT/ 04181.000-21071 MODELS E401 "2828—ENSLEY' GARAGE 8wsNO: LEFT PAGE: DETAILS 160 MPH E . C 01 PRINT 05/04/ 21 DATE: sc AL.E: 1/4"=1'-0" SHEET S3.1C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-O" 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA 44 0003325 A K J OO �It O a a atMDiv ae I.OT14 ABBOTT PARK LOT #21 BLK #7 PRO"=T* 04181.000- 21071 M0Dsu E401 "2828-ENSLEY" GARAas 8WING: LEFT PAOl: SECOND FLOOR DOWEL PLAN 160 MPH EIA C PRINT 2104 DATE: 05 / / SCALE: 1/4"=V-0" SHEET S4.2 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 WO (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 VW IDd 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. C 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT) X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177"' x 2 7/8" LONG, WITH WASHER ® 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW IT 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, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-0 WxH, REINFORCEMENT STIRRUPS REMARKS BTM. 70P MID SIZE SPACING BBt MASONRY 3000 8x16 (1)05 (1)85 N/A GROUTED SOUD B82 MASONRY 3000 8x8 (1)tl5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES T-6" 8F8-1T/0M/0B 8F8.1T/OM/OB I L-----� 4'-6" U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL iT4 8F8-iTroM/0B T.6" SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'4' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6018 FAX 407-7744078 wwwabdosigngroup.com AA M: 0003326 -9 g 0 a stmDly. ac L07' ABBOTT PARK LOT #21 BLK #7 PROJECT# 04181.000-21071 MODEU E401 "2828— ENSLEY" GARAGE 81rWO: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXRC "LOT'rS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 B160B 61T 1T 1T ITM MIT108TYPE LENGTH 8/8 PLAIN 8/8 SOUD TYPE LENGTH &%.1T BM61T 8120.1T V14-IT 6R61T e/32-1T WIB erm 1Tn rn1 1Tn 1T11 ei -2T 8M -2r M2 -2T eru.2T 8/ .2T 6J32-2r 3'8' PRECAST 1436 952 31% 4217 6321 6428 7531 3'-v PRECAST 889 1024 74' PRECAST 1509 3524 4394 am 6132 7001 2486 e119 8985 770e 9031 10000 1689 3524 4994 SZe9 8132 7001 4'-0' PRECAST 1065 700 2305 3125 3045 4766 5587 4'-0' PRECAST 514 763 4'-0' PRECAST 1383 3090 MIS AIM 692s am 1961 6113 7102 6524 7627 ml 1363 3000 3815 46M 5325 am 4'4' PRECAST 819 533 1770 2400 3033 3e66 4300 4'$' PRECAST 398 591 4'$' PRECAST 12D7 2682 3375 4043 4711 5379 1025 5743 7547 am 0641 76a6 1207 2707 3375 4043 4711 5379 5'4' PRECAST 931 1247 1999 25a0 3123 36M 4249 PRECAST 411 411 5 �' PRECAST 1016 Iwo 2374 2944 3513 4064 1 119 44W 7196 7342 5780 am5'�' 1010 2278 28M 3300 3061 4064 5-10" PRECAST 817 1024 1031 2090 250 30M 3470 5'-10" PRECAST 340 339 5-10' PRECAST ON1499 1971 2443 2915 3387 1161 3003 5877 am a548 577e 929 2080 2503 3107 302D 4133 8 8' PRECAST 692 1139 3227 3031 3m 4383 5081 8' PRECAST 410 721 6 $' PRECAST 835 1201 16M 1955 2332 2709 1139 3227 469e 7064 10000 OW8 835 1088 2329 2790 3251 3712 T 8' PRECAST 570 998 24M 2205 2898 3191 3586 T-0' PRECAST 303 534 T-0' PRECAST 716 900 1181 1462 1743 2025 m 24M 3408 4864 7057 6<n 727 1624 2D25 2428 2827 3228 9 �' PRECAST 428 e33 INS 22D4 24e1 2818 2521 9 4' PRECAST 192 384 9 �' PRECAST 454 see m on 1129 1310 889 1874 2299 9081 4099 4999 6n 1916 1849 1989 2184 2619 101-0' PRECAST 388 487 1247 1767 1904 2163 2026 10'-8' PRECAST 151 301 101-W PRECAST 366 406 612 755 Bee 1042 560 1407 1807 2781 3222 3784 504 1180 1472 1769 1710 1900 11'�I' PRECAST 330 6" 1312 1742 2252 29N 3830 11' 4' PRECAST 132 417 11'�• PRECAST 430 406 530 653 Tn 872 5L4 1312 1742 2252 2888 3552 408 1042 1372 1643 1470 1710 17-0" PRECAST 308 507 1210 ism2048 25M 3191 17-0' PRECAST 111 370 17-0' PRECAST 383 386 476 587 ON 783 507 1210 1595 2018 2686 9171 440 940 1900 15e0 1314 1478 PRECAST 270 433 1045 1305 1732 2167 25M 13'4' PRECAST 82 298 13'-4' PRECAST 308 303 303 484 675 645 414 1046 1366 1732 2318 2805 306 m 1067 1312 1071 12D3 14'4' PRECAST 254 Ze m Im 1e06 19M 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 526 we 390 m 1272 1606 1950 23e9 378 717 961 1192 975 1133 14'-8' PRESTRESSED N.R NR NR NR NR NR NR PRESTRESSED N.R. 283 IN-W PRESTRESSED 230 422 506 an 745 ON 456 1079 1420 1824 2277 2712 248 m 990 1237 1474 1715 1514' PRESTRESSED N.R. NR NR NR NR NR NR 15 �' PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 387 464 674 664 793 412 1014 1340 1703 2118 2513 230 e18 908 1134 1353 15n 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T-4' PRESTRESSED N.R. 183 1Tr1' PRESTRESSED 187 328 305 451 597 Boo r 900 m 1121 1413 1739 2047 102 we 72D 501 1135 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19'4' PRESTRESSED N.R. 148 19'4' PRESTRESSED 162 Zee 348 430 513 m 2W 738 969 1200 UP 1716 IN 4n e23 803 950 1098 21W PRESTRESSED N.R. NR NR NR tat NR NR 21'-4• PRESTRESSED N.R. 125 21'W PRESTRESSED 142 219 308 381 464 527 180 We 833 1038 1168 14Be 142 373 637 a90 ate 043 27-0' PRESTRESSED N.R. NR NR NR NR NR NR -0• PRESTRESSED N.R. 116 27-W PRESTRESSED 137 226 290 359 425 497 IN550 784 m 1203 1381 137 358 513 we 779 900 24'-0' PRESTRESSED N.R.in NR NR NR tat NR NR 24'-0' PRESTRESSED N.R 91 24'-0' PRESTRESSED 124 174 246 302 WO 418 460 854 824 1014 1147 124 319 455 1 581 1 eel 1 799 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES"BY QUALITY 2018 EDITION, LOTT-S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 MAY 1441 N. RONALD REAGAN BLw LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4018 www.abdos lgngrou p.com L AA N: 0003325 a 3 eU DDIV ae Id77: ABBOTT PARK LOT #21 BLK #7 Pnon=T# 04181.000— 21071 moDZIA E401 "2828—ENSLEY' GARAGZ 8TnNG: LEFT PAGZ: SAFE LOAD TABLES %160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA78 WI (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IDd x 1 12" 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 CASTCRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ` x 2 718" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4". V-0" y_1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407.774-4078 wwwAbdeslgngroup.com AA 0: 0003325 J �qq S QQjjj Q N W O >sLTSDIV. Ac LOT ABBOTT PARK LOT #21 BLK #7 PROJWT# 04181.000-21071 MODMU E401 "2828-ENSLEY°' GARAGE XWMG: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-18 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 VIAND SPEED: ISO MPH EXPOSURE CATEGORY: "C' RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (40f2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 100 RING SHANK GUN NAILS Q 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 STIR SHANK ASTM 10d RING SHANK, 210 0.131 166 SCREW ANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 SIB" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23IB" 0.113 F71367 SCREW -NAILS RSRS-01 KAr I tK UK I KUJJ ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND SO RING SHANK GUN NAILS AT B' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2x4 02 SYP OUTLOOKER RAFTER WI BLOCKING 16"0.C. IF NO DROPPED GABLE END, ATTACH Ix4 A2 SYP BLOCKING E 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE ROOF SHEATHING ATTACHMENT SPACING ZONE 1: 100 NAILS a 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP 8 BOTTOM EDGES rn a a Z Ow Z QU NO FXT RHEATHING ATTACHMFNT Z �w I .-_-_- I III -_____. 1111 - 1. RING SHANK GUN NAILS SEE"ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING ` C88 2' DECK SCREWS ® 6'-R' O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING LYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE WALL CONFORM TO ASTM CUCW MAXIMUM AGGREGATE SW SILLL BE W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ppE 6%A9i ENTRAINED CONCRETE EXP09ED TO EARTH ORWEATFIBt NON -SEARING WOOD WALLS TOP PLATES I STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 71h EDITION A11 EXPOSED EDGES OF CONCRETE ARE TO BE CHNAFEREDW ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14. BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE SAIL CONTNIIWS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB.SONIOROU U WHERE BOICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAIWNGS. SEMIS LAPPED S RICHES AND SEALED WITH AOHESNETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY 84MILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH AG 347 LATEST W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2020, 71h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE HOT PART OF THE STRUCTURAL PUNS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLD BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS NTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2 THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OW4S. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLASONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO HOT SCALE DRAWN" THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, DESIGN LOADS: ROOF'. LIVE LOAD FLOOR: LIVE LOAD 40 pd 20 pd TOP CHORD noncmarrenl 10 pd BTM CHORD-nontpn 1, DEADLOAD DEAD LOAD 15 W TOP CHORD (7 pd w/ ASPHALT SHINGLES) 10 P4f BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pd 20 Pd TOP CHORD (10 psf w/ No GYPCRETE) 5 Pd BTM CHORD BALCONY LIVE LOAD 00 Pd STAIRS LIVE LOAD 40 Pd WELDED WIRE MESH: WELDED NRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE NTH THE ACI TYPICAL DETAILS. MINIMUM UP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-Ol OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A015MISM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL UP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW TYP. MIN UPS SHALL BE AS FOLLOWS'. 04 BAR - 25" e8 BAR - 30" 05 BAR - W I7 BAR - 42' PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BV THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION., AND 'SCSI LATEST EDITION - COMMENTARY AND RECOMMENDATIONS FOR HANDUNG, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI/ASCE 7 88: 1990. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PUNS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS UNINHABITABLE ATTIC WITHOUT STORAGE: 10pcf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS) HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 3OpW, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATI ON OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS' PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES- (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY -DROP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS Pl/BUSHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS 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 RESPONSIBILITYOF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PUN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM G90, GRADE Tm - 2000 PSI. BLOCK SHALL BE PLACED USING OFT DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W NO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WLL BE RETURNED UNCHECKED. SHOP DRAWNGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONI4ECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM CJ76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PUN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO W. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' `M' "S' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pd, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE S)B' THICK UNLESS OTHERW SE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR4IAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO.TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS'. 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAS-ONGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRAGE SUB. CONTRACTOR SKALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT IXCEEI 5'./- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94CM OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMENSTAMPED WHEN CONCRETE IS BATCHED. THE MAXMM TIME ALLOW FROM WHEN WATER IS ADDED TO THE MX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY N SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHN1 BE THE RESPON81OIL OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF MA' 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) W FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1.111 FOR 16 AD SMIUEN T FOR e8 MILD LARGER C. FOR CONCRETE NOT S(POSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-11! FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REEIAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTM EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36)A38M Fy = 381ai FOR ANGLES PLATES AND WSKAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy =18 Isl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 35 low TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F312W3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JROLTS ARE TO BE STEEL. FASTENER SCHEDULE WNDOW AND DOOR BUCK FASTENERS FASTENER I,wuuTxrl es rrFE sPAallo NEUAd18 AsvuuraN s� TrPE s=I,dra r:EMu+Ks IM,I6orgvi WNC cAeE NlepplEl)CgU wn II LONG. waae Ooea eudc io wvoNRvrxMlc w- do wWhW6i rAnnN weoNNr l"TE— r0F rr E?BEo, r r, EOCE dsr 900. NL Exi OOMB USE IMRpENED�e POC wNOOv ooCm FABIEIfD cMA0E 000E BIYM xOw OR Ho- PCIx 08V rEWIFD.I' dbT. �Pr. SEE ROTES , ?�pG 9iW30EREp INTO-- TO wn4orArrxxnc WIY�✓.&� E%PAIIBON 80.T OFi-Oly OGE d,41 VANDOW eIIdt ONxwwOENmm roc wa0owpocw FAST— --TO CONTACT THIS ENGINEER FOR SPACING I. Pr. aff wrEe Nrxl yr wNc STAoaENEO INTO- rAbcaTVlwlc. REQUIREMENTS Exr s+Beu pooe SLrI(h Pi. BEF NOTES mnew NO WASHER 'fnPclOrr PASTIER tr OF �Ia EMBED,ren Il?EDGE dei NON4IENSNCWwo WALL TO C01{BIAS IT EMPANBIW nac .•Ellem rENO Ye WATER BGLT .HEDGE Obi PT 14lOw trxX SIY'PAF"]t? Pot 1EW dbr I P TEEMC0..9EE WI. BlAGOI—D OOE dbT NOTeb 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACNG FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE S. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR W DER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SW NG DOOR WTH A WOOD DOOR FRAME. U MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCON6 OR PAF TO THE SUBSTRATE. L441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngfoup.00M AA M: 0003325 F a 8U13Dry a Lolil ABBOTT PARK LOT #21 BLK #7 Prt0jmT# 04181.000-21071 MODEL; E401 "2828-ENSLEY' GARAGE BMWO: LEFT IMAGE: DETAILS %160 MPH E . C © TRIM NAIL INSTALLED THROUGH FASCIA C 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA­/J-CHp DETAIL A FASCIA (DSTAPLESINSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 0 12" O.C. MAX. (INTO CONCRETE/MASONRY) }" MAX: ng:TAII n J-C;NAN N t L FASCIA FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @-J� 12" O.C. MAX (INTO O Q7 WOOD) IN J-CHANNEL SLOT } WOOD BATTEN @ STAPLESINSTALLED 7Q 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. OFFIT 1D J-CHANNELQ3 7Q STAPLES INSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT Q3 J-CHANNEL }" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L ------ — v� IDSPAN 'L—L � SEE DETAIL WA SEE DETAIL'E'— EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA Q FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFR SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSSMOI / BY OTHER 2-1/4" EMS. WOOD BATTEN v DETAIL B J-(;HANNtL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S "WOOD O NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gQ MAX O.C. STAPLES INSTALLED 12" O.C. MAX (INTO Q7 WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR (NOTE 1) Q3 J-CHANNEL f, DETAIL C J-CHANNEL BY OTHER NSTALLATION SCREW, 2-1/4 BATTEN ATTCHMENT EMS. FASTENER SPACED 24" gQ MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7Q WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. >J>#i>fi�>T > > j" "• 3.519 EAVE WIDTH j 375 .375 (ROOF 4 3.625 3.625 66 OVERHANG) 5 \ .088 / 12 .0 ! '--CONCRETE; DWII CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeWgngroup.com AA •: 0003325 Q E a a etMDIV. S. LOT ABBOTT PARK LOT #21 BLK #7 PROJECT# 04181.000-21071 MODTOL: E401 "2828—ENSLEY" OA tAGZ O IIN0: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C 301 PRINT 2104 DATE: 05 / / SCALE: 1/4"=1'— 0" SHEET sD1