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HomeMy WebLinkAbout7603 Broad Pointe Dr99 10f72-4EAB-ARIA 99 t >t tJ` ��j r� l4 N " HOMES N�' <�- Q 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -�IMM MMMG c7oUL iTIAL, rlMi 4M (2(ao) ��p -AIL IACAL AIN StA78 CGD1;F3 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -10. INTERIOR FINISH - CLAM B -BASIC WIND SPEED - Vult=160 MPH Vend=124 MPH -EXPOSURE - C :EXPOSURE RESIDENCE - -2-STORY RESIDENCE - YAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ABC ALT. BAD CL LG CLR CPT. CPT C.T. D. DO. nIA. DISP. DP. DR D.S. D.W. EA. ELEROLAND EQ. V EXH EXT. F.G.FX. F.G. ABOVE AIRCONDITIONINGMUM ADJUSTABLE ALTERNATE BOARD GE CENTERLINE Coo CLEAR CONCRETE CARPET RC TTLE DRYER DRYER DOUBLE DIIAAMETIAZED ERR DISPOSALDIMENSION DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUALT[ON EXHAUST EXTERIOR FDGDG DFd, FGAS LAY. LU MFR. MT MTD. ITS. O.C. PL P.B. PH PLT PR. P.T.P. R. A R.G. REF. RM. RO S.C. S.D. SHT SHTHG. SHWR. SRL SI LAVATORY LUMINOUS LUMINOUS CABINET MANUFACTURER MET�ALTIRFSHOLD MOUNTED OTTTTOSCALE ON CENTER PUSHBUTTON PUSH BUT ON PHONE PLATE PLYWOOD PAIR TREATED RISER RADIUS RETURNAIt GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLEHUNG SHEATHING SHEATH SHOWER SIMILAR SLIDING DATE DESCRUMON 0ve" cola I 1" ARCHITECTURAL SHEET DESCRIPTION CM/0 20n FBC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATIONS "D" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml -MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS VV" CD$RE•IWAD 04naro FOOT2JfaR VISIOIVPERrLBOwEs 02lP1A9 PLAN MAMTENANCE V3/28A9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR 06m/19 ADDED LED LWM • KITCHEN 4 BATHROOMS PER MAR, BODES mV/2/19 ADDED STONE OPTION ELEVATIONS C' 1 D' IV125AS ADDED OPT. 8'•0' CEILM HEW OV" REPLACE US° CONNECTORS WITH 50118CN CONNECTORS - STATE OF FLORIDA PROFESSIONAL ARCHITECT: A. ABOUCHACRA AR No. 93723 ,7�1. CAIIC,,S SQ.l' 1 ®4A3/i® PT O• D'-o' CLG. HOT. ELEVATION 'c'• REv1eED HEI�Nr of ARCHWAY— 2020 FBC UPDATE LIVINGDTE. LIVING 1*12 SA. FT. GARAGE 432 $a FT. ENS' 38 baFT• LANAI ' 6 Sa FT. raraL 2238 Bti Fr. fD3A2%ll ADDED SOFFIT DETAILS A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FIN. FLR. FL R FTG. GA- GAR. DISP. G.F.I. GL. FINISH FLOOR FL�UOFt H DOOR FOOTING GAUGE GARBAGE DISPOSAL INTERUPATCmCRT GLASS sm L SWS TEMP. TEIK. T.O.C. TOS, TYR s STANDARD SS SHEAR WALL TEMPERED GLASS THICK TOP OF CURB TOOPPOFSAs TYPICAL PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS ' STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG Si.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES r'r° GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOSE BIB OTHERWISE H.C. HOLLOW CORE V P. VAPOR PROOF HDR HEADER W. WASHER HOT,°RNf �� INSULATION WD WITH TNT. INTERIOR WDW. WINDOW W/H WATER BEATER W.L WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA-DETAILS IN NEED OF ORDER TO BUIILLD THIS PROJRTHER Ef�T BASED ON TTHIS G OR EXPLANATION IN PG S2.2A-SAFE LOAD TABLES DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.lA-DETAILS CLARIFICATION. PG S3.1B-DETAILS AS DESIGN GROUP WILL. RESPOND TO ALL WRITTEN PG SNl-DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG SDI -SOFFIT DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. M N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA X: 0003325 g P auDDIV. 8e LOT: ABBOTT PARK LOT #26 BLK. #11 PIRO.TSCTg► 04181.000-26112 uoaall 4EAB "1672-ARIA" GARAOE 8TnNG: RIGHT PAOID: COVER SHEET 160 MPH EXP. C DATE•. 4/19/21 aCAIX: 1/4"=1'-O" a2iRICT C1 GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.21.2. RRE WORK i. 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 SHALL 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 AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET S. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YNCH 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 $O 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- D" 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 (rpl 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 ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBINO 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CENJINGS 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 "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA X: 0003325 PIN 6 IIP TJB O. a t.OT:BBOTT PARK LOT #26 BLK. #11 ROJECT* 04181.000-26112 MODZ A 4EAB "1672-ARIA" GARAGE SV WG: RIGHT PAGE: GENERAL NOTES %160 MPH E . C DATE 4/19/21 8CALM: 1/4"=1'-0" eHE CT GN Kul 11 I `I - - - o'IEEEEIO O',tEEEI(O O O - � - - 1 M IKVA / al IN ©� 7i - - o FLAT 14DR IS a ISOIN no '' i - -IS - O Mo 7A �-W ' = o ME • FLAT WOR ME • 100% 5OLLARD IIN r. AS RE0. ... IBLDG. on IElla �1►PER IN CODE I .T -FOYER GARAGE - 1- wo - M - am. i i ol��llol o�lfo ol1�Io���ol1��q��1io 011��1fo o!I�Id HB T r* SQ.FT. CALC. S LIVING 1.612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 Sa FT. LANAI W SQ. FT. TOTAL 2,238 SQ. FT. COIf01BRAlOCLICpq�p LOADa BIIdC MD EIP0911E POR a aECOlOO1B19 0190100 aGIWE me wirli1NIDNAB IBWaB MOTWE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SUNG IB 5 33/-43 DR. MIN. CRITERIA StrD. MIN. 41 5 31/-39 CRITERIA *010 OAD. 112 5 282/-31S 12'x12' SOFPIT i 5 313/-49.9 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER NCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OOMIROL OAT6 VAZ C DEN-. TOP PLATE 9 m BAR DETAIL A SCALE. I/2'•1'-0' FLOOR PLAN HDR. DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS SCALE. 1/4' • I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS 15ETUMEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 131W (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 11 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003326 NOW a t IL 9 lounDIV. ae LOT: ABBOTT PARK LOT #26 BLK. #11 PROJECTS 04181.000- 61 2 MODEL: 4EAB "1672-ARIA" GARAGE 9VrWG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP C a TM: 4/19/21 SCALE: 1/4"=1'—O" SHEET Al 4' FRIEZE BAND — (TYPJ b' TRIM — BOARD (TYPJ SHINGLE ROOF 8'-O' BRG. 1' FYPON BKTtucn oR EMIVALENLn I 4' RAISED Typ.I BAND(TYPJ—'-' 0'-0' FIN. FLP-s 8'-O' BFr4. HGT,r, 0'-O' FIN. FLR o ---------------- _'`'/-18'-0' BLDG. HGT. OR G4UE IVALENT u- 11 4 IN FRONT SCALE. 1/4 - Y-0' TEXTURED FINISH OFF RIDGE VENT SHAKE SIDING AS SPECIFIED (TYPJ b' RAISED BAND (TYPJ OPT. COACH LIGHT OFF RIDGE VENT AREAOFATTC • 2235 SQ. FT. NETFREEVENTLATON AREA REQUIRED T/30D REQUIRED VENTILATION AREA = 223513M = 7.45 VENTILATON AREA SO INCHES PER FT.(144) _ MMA SO IN. MIN. REQUIREDVENTILATON .SX 1072.9 IN UPPER PORTION OF ATTIC - S36.4 SQ IN. OFF RIDGE VENTILATION AREA = US SO IN. FERVENT SX4/1T5 TOTAL# OF VENTS REQUIRED 4.66435 TOTAL# OF VENTS PROVIDED 5 AREA OF ATRC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF ALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED 8'-O' BR#. HGT,s - 0'-0 LP-0 OFF RIDGE b all 11 7m IN] IM7 IM7 ilm INN an . m M�l ME !L REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 8-0' BRG. HGT _ 8'-0' BRG. HGT. 1' 0' 4B I i ❑ -4. TYP, ro L --------- --------------------------- - LEFT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH �r►F• DECO. DETAIL A SCALE: 1/2. 1'-0' I 0'-m' FIN. FLR 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdaslgngroup.com AA #: 0003325 q P 6 ads BURG \I. aLOT: ABBOTT PARK LOT #26 BLK. #11 PROJECT 04181.000-26112 MODEL: 4EAB "1672-ARIA" GARAGE 8111IIMG: RIGHT PAGE: ELEVATIONS 11 TA v.160 MPH ESK C 8CALE: 1/4"=r-0" j A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES _e GeV OUTLET 20 AMP SNUB ROLE IIOV OUTLET IIOV CUTLET. N OF ounair W® To SAITOH �ON IIOV OUTLET EIEIPED WARD FAIL NrelErleR (TA'!ER ICSRTANT TYPE) 220V OUTLET (4) WIRE 02#41=104 :4g= yy�2.e EM. WAT MU -No Cis GROUND RATTLY �7- GPI CUTLET INTERRUPTION, SWITCH SWITCH 3-WAY Of it $•4 SWITCH A -WAY OPER L� Us" rKxkn D J LIOM CELNS, LIGHT © LED CLf. LIWT LED VAPOR ©vr PROOF LOW O vr VAPOR PROOF LIGIR ORECESSED CAN ® VENT. FAN I CR1 PER SG PT. VO4T.FAN WN.IGI4T I-- SG. PT. 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WOMEOWNER Pld'•CON&TRUCTk2N T'IEE,M • ALL O 4 20 AMP BRANCH CIRCUITS TO Ba AMC PALT PROTECTI D PER ELECTRICAL PROVISION, OP mm TTN ®RIC•A []O2E] 4 N� 2bJ2 20M EDITION • 20 AFp DEDICATED LAFORY CERCWT. • GR . IN -AO (NOT ON KUTCWM CTEMT) • DINWAGWR DISCONNECT TO EE LOCKOUT N PAEL • DATHRDOM E)tl4AUST PAN TO HAVE MIN CAPACITY OF Be Cr" NTIM'"T7ENT PER ELECTRICAL PROVISIONS OF SECTION ME M3 PEICR TTM EDrclsl [2Me2 • LAEORY ROOM RECEPTACLIE WALL BE GROUND PAIILT CIRCUrc-E4rERIIUPTER PROTECTION POR PERSONNEL ON FEEDER& • WIRM METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PIROVINONS OP IBM TTN ffj� (20201 • ALL WORK TO COMPLY WITH ELECTRICAL PROVIBIOW OPALLTW PECR TTM ID (2020). • 1N cF LKm4TNG MUST t3E 0ER'eY BPICIENT 1YPI PI! ��� lRER3Y CONEERVATICN (RESIDENTIAL EPERIY ER11CmCY) 20D0. Teh EDITION R404r OPT. COACH — LIGHT ELECTRICAL PLAN SCALE, 114' . I'-®' METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8/16 wp cR breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER 3- #1 Cu TFMW & 1- #G Cu (G) in 1 12" C. OR 3. #210 AL TMAN & 1- #6 Cu (G) in 1 12' C. vane Paa Ea wen proft pr wen a Sb Fa. wlr. Mz / m od.la .GFlra TUD 1200 1 2 #12 2 m lnllFtkrr Pan, tabu 3 4 5 a AMID A/CC.U:1 1 30 2 10 Sp.p 7 B PANEL -A PANEL: 42 crt. breaker VOLTAGE: 120/240 V -1 Ph MAIN; 150 Amp M1.0. FEEDER: 3. #1 Cu THWN & I. N6 Cu (G) in 1 1)2" C. OR 3- #= AL THAN & 1. #5 Cu (G) in 1 1/7' C. var. rd. Ba a wan grade am t wta I1.emi uan Sb Fa1e vw. #12 i 2DS.WIA Ices ism 1 2 9WO Pipe 50 2 #5 #12 1 m W—/Hb GFI law 3 4 012 1 m Sosdlftplrio. 1500 5 a 45m wt.tlNer 25 2 MO #12 1 m 15M 7 a #12 1 m Oei AFp Iwo A 10 12D owssw OFI m 1 M2 02 1 m Ban GFl Pecaptsdo 1200 11 12 15M DMa t1. GFl m 1 M2 02 1 2D a/Nelll AFd 12M 13 14 ww D arom 30 2 M0 M4 1 15 aet Room, 1A11t & •AFp a00 15 1e Spa&. 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R. 5018 — 1 at85VWLl htat100% 65 Tdt G"mughts & a.o .1 -- 5081 Gka# ftt T t.I_d# Gen..l Us & Rw PwW A 1 81 6351 5081 L � I � s 1 1 � L I LED LIGHTING C� DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERALNOTE&r A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COI'pLY WITH ILECTRICAL PROVISIONS OF TW PSICR TTM �iTJ@1(207Qy;�SODES. AND ALL LOCAL POWER COMPAW B. ALL COTDUCTORS SMALL M TYPE THFSVTI4e31 UNLESS NOTED OTMERWM. '200 ALLPRNU•1(AL) N 1" DIA BCFIEC CONDUIT UNLESS SERVICE 16 PROM' ELECTRIC COMPANY. COOMINATE COMPANY PRIOR M IND. I,-3r I,-3r \I � L � LED LIGHTING Ca? SINGLE LAV. MATH 4 30/O CU, TWIN • Pe CU IN2' CONDUIT OR 3 WN . PS a IN 2. CONOURT OR 2/0 AL. SAM TO TIRIINATE AA&CnoS AMPIT . Ot,lIR4ANG: COFNIIIATION SERVICE ISO Al" MLO DD16CONECT O U TC14 AND ."a., ELECTRIC METER IN I PHASE NE U 30 ENSURE CLOPANEL EOMP TELlPaKie SIRVICE CAME TELEVISIM ENTRANCE ew*ACI BIIRAICI IGIW'1'45 ROURRIENT t4nMYBTM BONING TNIUNAL AT LOW VOLTAGE 024 ECTIOPIB 1 .< CIU anitA C GROUND CONNECTED TO CCNC NM ENCASED POOTER STEEL PER ELECTRICAL PROVISION& OF THE FBCR 1T14 EQ1T1Si12�'!@Z DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 www.ebde3igngroup.com L AA #: 0003325 J 13 R Ile MR 1Q1 IQ� f N � cW i 00 I BBOTT PARK LOT #26 BLK. #11 PROJECT* 04181.000-26112 MODEtA 4EAB "1672—ARIA" GARAGE S111111MG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C DATE 4/19/21 DCALX: 1/4"-1'-0e E1 ■ I II I I I II I I I II I I I I II II li • Y N I o0 O I II I I I I n II M II ,I 41 III I---- II II u II -11' 2'-T 2'-9' WC %'xb®• WR. SHPAN l i 'ION L III ----�' V. m L V. � -- IL 1 1 PLUMBING PLAN SCALE: 1/4 . I'-V �2• V.T.P- 1/2' 2• ISINK W/ I I/2'-� \` i \��I 1/2• AUTO VENT 1 2' V.T.R. I2 �I V2' I IR' 7ue I t i "f 2' 2' 11/2• I LAv 2. 3 WASHER I'I 3• ! LAv. LAV. 2. 3 sHWR I CD. TO MAIN 3 4• PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 P � a N w IA UDDIV. Ac LOTil BBOTT PARK LOT #26 BLK. #11 tOJ>6CT* 04181.000-26112 MODEL 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: PLUMBING PLAN 160 MPH EA C DATZ. 4/19/21 ISCALE: 1/4"=1'-0" sHmmT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATWd ALL SEAMS SHALL BE SEALED WITH GLASS FAB ♦ MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES 814ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEVER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603) 1, BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. & ALL EXHAUSTED BATH ROOM$, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11, DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ­j 1010EXTERIOR WALL PLENUM. ---AIR RETURN dUCT10N AND LIQUID AIR SUPPLYREFRIGERANT LINES AIR HANDLEREXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVARTRAYPVC SLEEVE TO LINES BELOW SLABREFRIGERANT LINES TO PLATFORM CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1T14 EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL F-1.2 ►-1 FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM S6000 INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 0ALANCW3 DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN i LIGHT O/A OUTSIDE AIR ® THERMOSTAT IM PASS-TiRU AIR GRILL SECURE STRAP TO CONC. CICNDR AT W/ (2)-3/Ib'X2' TAPCONS UNIT 91MPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) faXI 1/4' BHT. MTL. $CREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT ((TYP) nEXT. GROUND CLEAN -OUT (TYP.1 MECHANICAL PLAN WALE: 1/4 • I'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION ■ •1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX 407-774,4078 www.abdosigngroup.com AA k: 0003325 o a BVHDIV. & LAT: ABBOTT PARK LOT #26 BLK. #11 P2ROJECT# 04181.000-26112 HODELi 4EAB "1672-ARIA" GAP.AGE BYrING: RIGHT PAGE: MECHANICAL PLAN 160 MPH EXP. C DATE 4/19/21 BCAL,E: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE - PRE -FAD TRUSS 0' CIX. 150AIRP-- /' i 1/2' DRYWALL —tom 1Nr SECURE BT. — MATE TO SLAB W/ IOd MASONRY NAIL V 32' Oa MAX FIN. FLR 2X4 WOOD STUDS V24' or — SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR 908.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �-- 3 9/S' OR b 1/2' DRYWALL 3/b' TOP CHANNEL (2b GA) to W TWCI( 2 COAT e' PeRILAw carexT STI PLAST[R APPL !D Ra 41/1' DRYWALL MAOCtOr ro rlASaaVr 2.9 3 b/8' OR b 9/0' METAL STUDS wr AT 24' O.G. 20 GA METAL TO DE 4 INSTALLED IN WALLS R PAF IVING M40LOWER R2b 3 9/b' OR b uua as �ea� CABINETS AND TlSi JER 3/0, BOTTOMan RA GA METAL TO DE INSTALLED CNATtrEL l25 M ALL OTHER WALLS. STUDS GAJ SECURED w PIC AR TO BE SPACED 14. OL. AT 2ND Clopc I f FyO Y✓ON R:R eY LNI FLOOR WALLS ADJACENT TFLOOR FLOOR W/W/ 3/4' TRaacTO SbR.lace» STAIR WELLS AND BATHROOM PAPA TO w'O�P-�• VW wTOPASTD WALLS W/ TILE FINISH WOOD FLOOR Wood VAN WOOD JAMS PER W/ 1/4' WOOD F19WVAL moo• vmRn TRACK ow APPROVI' OT WOOD BASEBOARD SCREW By T mom TRACK eRACKS" YY FR7DIICT APPROVAL Rao. FINISH FLOOR 2 GAS LINE THRU BLOCK 3_ GARAGE DOOR JAMBS 1-STORY TYP. INT. WALL _ — �'MO - D1 SCALE: 11/2••1'-0' 1A METAL STUDS NON-BRG. \11D1 SCALE, 3/4'.I'-0' FIBERGLASS SHMLES 2X4 SPF 24. O.C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS FIBER12LASS SHINGLES AS PER FBCR 5M.11. • EA. END WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES AS PER FBCR 908JJ. THICKNESS AS PER PER STRUCTURAL DETAILS ROOF SHEATHING SHEET SNI. SECURED PER THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. SECURED PER STIFFBACK AT ALL UPRIGHTS 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS OR 1/2' HIGH 9' STRENGTH CLG. 2x FASCIA PER MN PRE-ENG WD. TRUSS BOARD REFERENCE ELEVATIONS O• PER ELEVATION STRUCTURAL VENTED SOFFIT ////// SEE ENERGY CODE FORMS PIE-EW3 TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR SHEET SNI. SECURE PER PER ELEVATION MTL. DRIP EDGE INSULATION R-VALUES I 0 FASTENER SCHEDULE PER ELEVATION TYP. 2x FASCIA PER ON SHEET 8NI ON. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' R-4.1 INSULATION PRE -ENS. GABLE TRUSS HIGH STRENGTH CLG. BOARD VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT AS PER MANUFACTURES 2x P.T. SECURED PER -71 SPECIFICATIONS STRUCTURAL DETAILS R-4.1 INSULATION REFERENCE�STR�TURAL - I WINDOW ATTACHMENT FI PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRIPS V 24' Or- 1/2' THICK, 2 COAT PORTLAND 8, CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD.�DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLRj — a. a n W/ WINDOW OPENING r. 0'-0' FIN. PLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.I. n TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE `511-STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.P-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 D486S TYPE III OR TYPE IV UNDERLAYMENT. 1/2' THICK, 2 COATS"' PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FML FLRIL ,�4, U) 0'-0' FIN. PLR ti .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a - 1TH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYP. WALL SECTION " NO OPENING NOTE: METHOD TO BE USED FOR THE (-6'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE. 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. ewe eeAD man IDneAL FOR P.T. no \CMVD To F" L AS FM ROVAL Rao. LANT . sale ROD Not Snap LDN ♦ ALL We NTer IRIWVJ RMIAD DOOR FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PWR 905.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SKI. SECURE PER FASTENER SCHEDULE ON SWEET SNI, PRE -ENS. GABLE TRIM WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS STRUCTURAL Ix2 P.T. PURRING — STRIPE, • 24' O.C. 1/2' GYP, WL. W.- WOOD BASE — ltf'l 1 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 W 1111"il All I BUBDIV. ae LOT: ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000- 6112 MODEU 4EAB "1672-ARIA" GARAGE BWUM: RIGHT PAGE: DETAILS 160 MPH EXP. C rp A DATE: 4/19/21 - EUCALE: 1/4"=1'-0" EIFIE2L'T D1 Im 2X6 P.T. 41 CENTER OF DOOR HEADER SECURED till (1) 12' X V J-BOLT W( W MIN. EMBEDMENT tiV 2' X 2' X UV WASHER 4 NUT OR I V (2) 1,12• X V ANCHOR BOLTS W/ a' X 2' X VS' WASHER 4 NUT ® 10 SECURE 2x4 TO IS K W/ ® V V TAI"CON6 Im 1 N' EMBED. S' Or_ 4' END 016T. 1 1/2' EDGE DIET. m 41ces, f8 2X6 GARAGE DOOR BUCK 61!0 R W/ (5) 1/2' X V J-BOLT OR ANCHOR BOLTS, W/ 4' MIL EMBEDMENT, W/ 2' X 2' X VS' WASHER 4 NUT. (1) WITHIN S' OF TOP, (1) WITHIN S' OF THE BTM, IN (3) EVENLY SPACED. ® O Ili NOTES: ALL ANCHORS SHALL BE N ACCORDANCE TO MANWACTURERMS INSTALLATION INSTRUCTIONS (WERE SUCH M6TA=T1OH6 AMR MORE 6TIIINGMT GARAGE DOOR BUCK ATTACHMENT w .r-e ' s' cm IR• DRYWALL P.T. NA DOOR DOOR Ix4 P.T. OR b/4'X4' MN. SECURE THOU FRAME 4 Iw NOTE, 6HIM AS NEEDED TO FUM JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" w 1fINDOW TO BLOCK +3/4" OR +5/4" 2X4. = SECURE TO BLOCK WV 3AV TAPCONG MIN SHANK SIZE .145 MIN. HEAD SIZE J0 0 MIN. EMBEDMENT I V4.) WITHIN S' OF EACH END 4 b' OC, MAX SPACING. 2X6. SECURE TO BLOCK HURT) 3/16' TAPCON6 (MN. SHANK SIZE .145 MN. HEAD SIZE JOO MIL EMBEDMENT I V4') WITHIN V OF EACH END 4 b' Of MAX 8PACINd- IR' --WALL = 2XS, 1❑ PX4' "CURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPC4" DOOR CING AS (MIL SHANK SIZE J46 MIL HEAD 612E J00 N. MEMBECOIENT I LW) WITHIN V OF EACH END. 4 b' 0 MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. MIS NOTE. SHIM AS NEEDED TO FLU JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n11INDOTP TO BLOCK +1 1/2" 4l 2" = SECURE TO DLOCK W/ 3/16' TAFr," (MN. SHAW SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN S' OF EACH END 4 b' OG. MAX ENV 2X6. MIS NOTE. SHIM AS NEEDED TO FLU JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n11INDOTP TO BLOCK +1 1/2" 4l 2" = SECURE TO DLOCK W/ 3/16' TAFr," (MN. SHAW SIZE J40 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 114') WITHIN S' OF EACH END 4 b' OG. MAX ENV 2X6. SECURE TO BLOCK W/(2) 3/16' TAPCON6 (MIN. SHANK SIZE J45 MIK HEAD SIZE .300 MI. w OMENT I VW) WITHIN V OF EACH END V cm 4 W O.C. MAX SPACING. V2' DRYWALL SECURE RE T BLOCK SEC I'X4' WV(2) 3/16'' P.T. NAILER (MIN. SHANK SIZE J46 X W MIN. MIN. HEAD SIZE J00 MN. EMBEDMENT 1 1/4') DOOR CASING WITHIN S' OF EACH END SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PUTS JAMB (DO NOT EXCEED 1/4.) DOOR JAMB TO BLOCK +1 15/16" /� A TO BLOCK +1 15/18" 2X4. = SECURE TO BLOCK WV 3A6' TAPOONS MIL SHANK SIZE J40 MIN. HEAD SIZE J00 MIN. EMBEDMENT 1 V4') WITHIN V OF EACH END 4 W O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL WV(2) 3M' TAPO" 3AW TAPCON MIN. 1.1/4' (MIN. SHANK SIZE .146 EMBEDMENT INTO 15LOCK MIN. HEAD 612E 300 MN. EMBEDMIM 1 1/4') WITHIN 6. OF EACH END S' CPU 4 b' OL. MAX SPACING. 1/2' DRYWALL 2XF i� SECURE TO BLOCK PX4' WK2) 3/16' TAPCONS P.T. NAILER (MI. SHANK SIZE J4S DOOR CASING MN. HEAD SIZE JOO MN. EMBEDMENT 1 1149 WITHIN V OF EACH END 4 b' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MIANFACTU ING DETAILS, NOTE, 81411 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" 2X4, _ 8150M TO BLOCK WV3/16' TAPCONS (MN. SHANK SIZE JAS MN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/41) WITHIN V OF EACH END 4 W Or- MAX SPACING. 2X6, 1= SECURE TO BLOCK W/(2) 3)b' TAF CONS (MIN. SHANK SIZE .146 MIN. HEAD SIZE J00 MIN, EMBEDMENT 1 1/4') WITHIN V OF EACH END S' C UU 4 W OC- MAX SPACN& Va' DRYWALL 2X0, ❑ SECURE TO BLOCK I'X4' W1(2) 3/16' TAIRO" P.T. NAILER (MIN. SHANK SIZE U46 DOOR CASING MIN. HEAD 61ZE J00 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 b' OC MAX SPACING - DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3" �lwnmOTr 'm arnrrc i� 2X4 = SECURE TO OLD= WV 3/16, TAPCONS (MIK SHANK SIZE .148 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 b' OC. MAX SPACING. NOTE, STRUCTURAL 2X MIST DE 2X6, A= ON OUTSIDE 4 SECURED SECURE TO BLOCK TW RIOUGH NON-STRUCTURAL WK2) 3/16' TAPCON6 3116' TAFGON MIN. 1414' (MIR SHANK SIZE .145 EMBEDMENT INTO BLOCK MIL HEAD SIZE 3100 MIL EMBEDMENT 1 1/4') S. cm WITHIN V OF EACH END 4 W OG MAX 8PAC Nd- V2' DRYWALL 2XS, ® MX4' SECURE TO BLOCK P.T. NAILER W/(2) 3M.' TAPCONS DOOR CASING (MN. SHANK SIZE J46 MIL NEAP SIZE .300 MIN. EBEDMENT I V49 WITHIN V OF EACH END MEMBER WlK2Md WITHIN 2ND 7X SECURE TO STRUCTURAL S' O.C. MAX 2X4, _ SECURE TO BLOCK WV 1/4' TAPCONS (MIN. &HAW SIZE 345 MN. HEAD 612E -%W MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 b' OG MAX SPACING. 2X6, SECURE TO BLOCK IW(2) V4' TAPCONS (MIL SHANK SIZE .KS MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN V OF EACH END 4 b' O.C. MAX SPACING. 2XS, SECURE TO CLOCK WA'2) 1/4' TARCIONS (MIN. SHANK 612E JO MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 W O.G. MAX SPACING. S• cm W, DRYWALL I'X4' P.T. NAILER 1/16' OAS. X 4' MIN. i-- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE. SHIM A6 NEEDED TO PLIM15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" n11�fpOlf TO BLOCK +9 7/18" 2X4, _ SECURE TO BLOCK WV 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT I V47 WITHIN V OF EACH END 4 W = MAX SPACING. 2Xb. SECURE TO BLOCK W/0)1/4' TAPCON& (MIN. SHANK SIZE .146 MIN. HEAD SIZE J00 MIN, EMBEDMENT I V4') WITHIN V OF EACH END 4 IS' Or. MAX 6PACNG, 2XI, clow SECURE TO BLOCK WK2) 1/4' TAPCONS MIN SHANK SIZE J46 MIN. HEAD 612E 900 MN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END 4 b' O.C. MAX 6PACING. NOTE: STRUCTURAL aX MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MIN. I-VV EMBEDMENT INTO BLOCK L `J S' cm V2' DRYWALL VXV ❑ fD.T. P.T. NAILER P P.T. X 4' MN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n WINDOW TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmu p.00m AA #: 0003326 17 i OU"BDIV. ae IAT: ABBOTT PARK LOT #26 BLK. #11 PROJECT 04181.000-26112 MODEIA 4EAB "1672-ARIA" GARAGE OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C 1 SCALE: 1/4"=1'-0" 1 D2 PIYEPOI!"ED CONTROL JOINT RANGE OF CONTROL JOMM Td DE UMP TIED TO LATH • S' O.C. MAX (VERTJ NOTIE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOp ID0=PT STAPLES W/ TEMI- SEA CONTROL JOIUSEDNT DIAU•IG INSTALLATION —� PASTENERS TO OE SPACED---777 • 1. O.C. MAX VERTICAU.LY / 1 / LATH SMALL NOT BC CONTA'llOUB Y I •Mr 3' THICK 3 COAT CEMENT PLASTER WRB LAYER 1, PORTIPIEER OUILDNG PAPER APPROVED METAL LATH FASTENED •T' (VERTJ OC. MAX AT 81,1I'PORTS WRB LAYER -1, STUCCO WRAP WOOD ONWATHNG TIED AT NACM OIDE\! �� PROVIDE 2X4 BLOQGIN6 PER ASTM CIOS3 - PLACED FLAT MAX. V TO S' FROM CONTROL JOINT WHEN L \ CONTROL JOINT PALLS ON L FASTENERS FOR LATH TO DE NAILS OR- STRIC7URAL STIED STAPLES N COMPLIANCE UV ASTM CI"3 2. WRE TIES TO OE (NO. IS) OO410' UPO l 3. OLOCKNG SHOUN MAY BE N ADDITION \ TO WALL STUDS REWIRED PER PLAN O"M" TYPE CONTROL JOINT Ol FOLD Ie11eRD . R. A O l POW N9W0 • Pr. A ® M. CISAN . Pr. R FotO O In. NWAIID • ® I FOLD NLLW . R. A A A xeAANn.s x GRIPE • R. R • x cwA•a • Pc c • OEI,W . R. C 4 FOLD PLOR. • TILL Per. C TOIIGauci m ® OOrTfxT PLAIN ~Am" WEER TWHf SEAL P=, I2Q, him Co. UM LAYER 4, R21RTM OER 15UILONO PAPER (PRNt orvo UAaB LAYER 9, &Ali A UAAAI•mws acY) LAP utERN o E1LD►e.RAP oww ,LA R.A M STOP i—PRY•! ae crM RALL NLAUHaId :-0Uf rL.wNe (eEE APPROVED BUILDING WRAP SMALL CQ LAPPED A MINIMUM OF S' • YER:ICAL LAPS (ROLL B•WS) 4 S' • HORIZONTAL LAPS. ALL SEAMS MIND TO OT�-, WTH FORTISER SHEATI4X ft=h.w.Roc.. UMLL NTErE6n" LATH VERTICAL LAP TO DE P IT PETAL LATH UM LAYER -1• ST = WRM \WRD LAYER -2,ISUILDM / I 2 SCALE. I VJ'd'-0' SISIDE LAPISOF PETAL PLASTER GASES SHALL BE SECURED TO PRAMING MEMBERS. TEY SHALL BE TIED BETLEEN SUPPOIUTS WTH OUD41S-M. (12I-MM) WARE AT INTERVALS NOT MOPE THAN V (M-PM). AS PER ASTM C10/3. ® KIC KO UT ,� PAIR OF TEAM MW"°LAATC44 TEARS DETAIL BE PATCI UL4Y TA UUFUOUSE WRAP TAPE PER MANV. SPEC. OR PEEL . STICK cR WOOD STUC SMEATMING STUCCO - INSTALL PASTEPEIUS (CLIPS: •TRAP•, STAPLES)AS REQUIRED TO SECURE PIPE/ WIRE TO PR MM URB LAYER ti 87UC00 UAW' WRB LAYER Q. PORrV OER OUILONG PAPER PETAL LATH S'rb' SELF-ADHERNG MUMINUAPE PLASHING OVER 4'x4' SELF-ADMERNS rEMlW ANE FLASNMG OVER APPROVED HOUSE WRAP. FLASNIM6 t0 EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED MOUSE U,ll FLASNNG TO EX7E)D ONTO PIPE i' THICK 3 COAT CEMENT. PLASTER W COW. BEAD OF SEALANT INSTALL APPROVED WOUSM~ AIR PETAL LATH INFILTRATION "*melt OVER UAeD LAYER 4, FORTPIDIS BUILDING PAPER �GWEATMW ELASTOMERIC COATING OVER STU= 00 LAYER el, C.V. FINISH (SEE TYP WALL SECTION) STUCCO u)AIAP SMEATMING SECTION EERbrWWnU •n orbrYu shall Exterior u•e of Portland cement PleaNr -porm— of ASTM 926-1n equinnrrft of ASTM C U28-18b. Insmtlatlan of exterior WNW and frarrcnU shall comply Mth ASTM C 108319a, or, ASTM 1787. 4'x4' SELF -ADHERING MEMBRiME PLASHING (COMPATIBLE W/ NOUN WRAP MATERIAL) OVER I. OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE Olx� SELP-ADHERING PTEPRAWNE R-48NNS STEP h WOOD SHEATH[Wx OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER annFnileLL as ftFP) B'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.s- 4. 6. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER '"2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO SELF -ADHERING MEMBRANE PLASHING OVER APPROVED MOUSE WRAP. R-ASMN6 TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SNLP-ADI.1 IMMIBRAJE PLAAWM X—X—X—X WOOD OR -I/1�o" ZIP WALL K11111111111A SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-641-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdealgngroup.com AA #: 0003325 A Ell04 04 stmD2V. M LOT: ABBOTT PARK LOT #26 BLK. #11 PnOJWT# 0 18 .000-26112 MODZIA 4EAB "1672-ARIA" RIGHT PAO& WALL ASSEMBLY DETAILS 160 MPH EXP. C DA' 4/19/21 ISCMM 1/4"=1'-0" 8*mcm WA1 INSTALL V SELF -ADHERING MEMDRAPIE FLASHING OVER TOP, SIOE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. BECiJENCE OF RLABHIING TO BE, I' X' I. BOTTOM. 2. BIDEB. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. z: E-Z BEAD ALL AROUND i.,i. i X VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, VCAULKING • JOINT ALL AROUND I I PER SECTION R703.7— ExhW" IaThing and plSaEedno I I Exterior use of Portland cement plaster BACKER ROD shall comply with the application requirements of ASTM C 926-1Bb. X. X� Installation of exterior lathing and framing ' shall comply with ASTM C 1083.19a, or ASTM 1787. WRB LAYER "I, STUCCO WRAP 1 .: HOODED VENT ]' THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER CON6TUCTION METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND x' To a 6' UNDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 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 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S L56. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANI.F. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO f1R6GM IV RGVGIYG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I '-ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT 3y' TO 3i' MIDI LLIDM�j�ALL WEEP $EP S ZIt�ED WOOD CONSTRUCTION 6' SELF-ADHESIVE FLASHING a' CM WOOD FRAMED WALL HORIZONTAL WEEP SCREED = (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I—— " "" �R SIMILAR) APPLY A SILICA BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER w, STUCCO WRAP WOOD SHEATHIP APPROVED HOUSEWRAP BELOW THAT 6 MEMBRANE _ Box — FACE EDGE CUT SUCH No ENTERS APPLY TO WOOD SHEATHING -4URS LAYER -1, STUCCO WRAP /—WRB LAYER Q, FORTIFIBER BUILDING PAPER ,—METAL LATH �—FINISH •TE �D FASTEN TO WOOD STRICTURAL MEMBER - T' O.C. MAX 16. TO X. MIQ-WALL W6�lEEP SCREED E] '*-,-6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEHOVE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP #1 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT-PROvIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 B' WRB LAYER N, STUCCO WRAP WRB LAYER M, STUCCO WRAP APPLY 60 MIN MEMBRANE GRADE 'D' FELT FLA MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED I,HMWU RAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 L"i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngmup.com AA 8: 0003325 J Is OLJmDIV. Ac LOT. ABBOTT PARK LOT #26 BILK. #11 0 18 0 —26112 MDDX A 4EAB "1672—ARIA" GA1t"M SMM01 RIGHT PAaMt WALL ASSEMBLY DETAILS 160 MPH EXP. C ELASTOMERIG COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF #5 STEF 1*6 (9) ELECTRICAL RECEPTACLE Il SAW. 4/19/21 1 1 •CALM: 1/4"=1'-0" 1 dd A2 WOOD SHEATHIN WOOD -� CONSTRUCTION V4' HAT CHANNEL TYPE 'W DRYWALL ID 8HEAT14NG WRB LAYER N, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 4,_j( / STUCCO WRAP ,_± AMICO AM66-UFWC-TSm CUSTOM CASING BEAD NO GAP IN FIELD ---� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. @ CANT. 1ivca SCALE, I1/2'•P-O' IDCT. WOOD PRAMED WALL •WRB LAYER N, SUD-FLOOR DECKING STUCCO WRAP WRB LAYER 02, FORTIFIBER PRE-ENG'D TRUSS BUILDING PAPER i' THICK, 3 COAT CEMENT WEATHER RESISTIVE - BARRIER 9 PLASTER WEATHER RESISTIVE - 6' SAP. E TOP OF WEEP SCREED BAPI IER 4 TO SHEATWWA BEHIND WEEP SCREED SICK 3 COAT C&SW J' ER W POSITIVE DRAIN WEEP SCRIBED METAL LATH - --- WOW 81 E.ATHN6 - 6' SELF-ADHEREING FLASHING WRAPPED '. \ • TOP OF WEEP SCREED ` TO SHEATHNG BELOW WRB LAYER N, STUCCO WRAP , WRB LAYER 7, FORTIFIBER m I BUILDING PAPER i -4-6' SELF-ADHEREING FLASHING WRAPPED • CORNER OF CANTILEVER 1 Y4 NOTE: METAL LATH: LATH TO 5E PER SECTION Ri03.1.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH 1' THICK 3 COAT CEMENT PLASTER AMYL CORNER BEAD VINYL CASING BEAD L 11 D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER +2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHNG (2) 2x12 HEADER (SNOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CCNSTRUCITCN .WEATHER RESISTIVE BARRIER N -WEATHER RESISTIVE BARRIER Q Ij' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @111DRIP EDGE INSTALLATION y Yi GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT - DRY WALL p THIGIC 3 COAT CEMENT VINYL CASING BEAD LAOTER WATER PROOFING let- -VINYL CA61IN5 ENAD LAYER (2 LAYER PEE 4 STICK) 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 SEALANT. x' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK Yi GAP FOR BACKER 06-Al %' P.T. OR 61MULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTNAOU6 VINYL CASING BEAD WATER PROOFING Mt WEATHER RESISTIVE LAYER (2 LAYER PEEL BARRIER N STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EEDGE TO DECK OVER DRIP GUIS FLOOR EDGE ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN PULL BED OF I li'XI IY' P.T. OR SIMULATE SEALANT, K' MIN WOOD fTREXI FILLER SPACE PROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD 4 SEALANT PROOFING FINISH LAYER (2 LAYER LATER PEEL 4 PEEL 4 STICK) STICK) WRAPPED 1"DM 9/4 RESILIENT BALCONY DECK TO HAT CHAMRNEL '�-CANTILEVER vMYL G48MG BEAD %' THICK 3 AT CEMENT PLASTER METAL LATH _. -.--- .... _�..... WOOD SHEATHING 1 WREXTURED 4 PANTED BARRIER FINISH WEATHER RE' i' THICK 3 COAT CEMENT BARRIER -2PLASTER 4' POSITIVE [ VINYL CORNER BEAD aP ESCREE VINYL CASING BEAD ND GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES OILY) BALCONY DRIP GEDGE INSTALLATION 2LUMN SHEATHING 'ATHER RESISTIVE AR��RIER N !AATER RESISTIVE ARRIER 4 SAP. \ -EEL 4 STICK I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF 6EALANT,1s MIN. SPACE FROM DRIP FACE TO TREX r- \PEEL 4 STICK US I it" I is, P.T. OR SIMULATED WOOD (TREX) FILLER COINTRAJOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CAWS - BEAD 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER / WEATHER RESISTIVE BARRIER N UEAT14ER RESISTIVE BARRIER 42 EXTERIOR COLI •COLUMN SHEATHINWIN G L E G E N D 6' SAP. '11(:'x3' •L• FLASHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CST LAYER 1*1, STUCCO WRAP) I X)' X 3' 26 GA GALV. METAL DRIP EDGE WR5 LAYER *2 (FORTIFI5ERGET - • - • - • - • - D OF LANTMMIIN. 5UILDING PAPER) SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING lot LAYER `R `ADD 71 FFRROM ICK) STUCCO BALCONY DECK TO CANTILEVER WOOD OR-f/Iro' ZIP WALL i' THICK, 3 COAT CEMENT PLASTER SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING 4' POSITIVE DRAIN ,CEPsr. warl VINYL GORIER GEm J V (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER 2 Ir)' ('1fNrJ ZAA FASTENED TO SHEATHING • 1' O.C. MAX. C Xfl ,y' uIIRa LAYER N, STUCCO WRAP WOOD SHEATHING Izzly METAL LATH WINS LAYER 12, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME k 2 1/2, k CORNER BEAD (FASTENER 4 SPACING B -I' O.CJ CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK WRB LAYER N, STUCCO WRAP UIRB LAYER $2, FORTIFIBER BUILDING PAPER METAL LATH .� d' THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING DRIP CAP I :.I ' WINDOW FLANGE WRB L YE STUCGp, W WRB LAYS BUILDING METAL LA i' THICK, PLASTER WSELF-L FLASHING DRIP CA WINDOW , 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) SHEATHING WR5 LAYER0, STUCCO WRAP WR5 LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH LODED >}' THICK, 3 COAT CEMENT FOR PLASTER 14 wle 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdoslgngrouP.eom AA S: 0003325 y P rr y C �It mul oumlv. 4k LOT: ABBOTT PARK LOT #26 BLK. #11 PROJZ CT 04181.00 -26112 xaa2alA 4EAB "1672-ARIA" GARA M OWWO: RIGHT PAGlk WALL ASSEMBLY DETAILS 160 MPH EXP C PTASTER3 COAT CEMENT WOOD SHEATHING SW3 �P� TO TRIM METAL LATH IX TRIM MEMBER WRB LAYER "I, • STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER 4, FORTINBER WOOD SHEATHING BWLDNG PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING PAPER - '�! i "' WRB LAYER 01, STUCCO WRAP METAL LATH " J' THICK, 3 COAT CEMENT ! WRB LAYER e2, FORTIFIBER STUCCO WRAP WRB LAYER P STUCCO WRAP PLASTER i BUILDING PAPER 6'SELF-ADHERING ' METAL LATH CASING BEAD FLASHING ... ., VINYL ANGLED EXPLODED J' THICK, 3 COAT CEMENT FLASHING OR PEEL STICK CASING BEAD "' PLASTER SIDING TO STUCCO CvEWOR LARITY) CASING BEAD (:18 DRIP CAP (CROSS SECTION) WINDOW FLANGE WRIS ' SCOYWRAfER lr WOOD 6WEATNING WRAWRB LAYER "Z, FORTIFIBER DAUVeER �slSnvE v BUILDING PAPER " i 11JEATNERPIEasTIVE �41 \ LATH METAL 7x�.w61DNGFLASHING .�j� GOAT CEMENT aA °D 6 i REaenVE PLASTERWERING \ STARTER STRIP C�IWER �SreTNE FLASHINGHERING ',J 1 I \� y W SELF -ADHERING a , 1 _ i FLAG+en GALV'D METAL - GALVV METAL Z'ItAaaNG DRIP CAP FLAWM �OD TRIM'Z' A WO MR WINDOW FLANGE CASING BEAD ® WINDOW �/ \ IUSTRMEMBER - (FRAME, W/BAND) `\ , CR APPROVEIPSEALIANT 15C �,, _. SIDING TO STUCCO - ® BLOCK TO FRAME 9 TRANSITION WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-14a, MIN. 2.5 LBS. METAL LATH PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO SAP WOOD SHEATHING WRB LAYER 92, FORTIFIBER BBYOrC4p*TRucrION 0.�� RNG i BUILDING PAPER eNEArNNG WRB LAYER *I, DRAT THICK, 3 COAT CEMENT i IS ATNER RESre71VE ,,FATHER RESreTME STUCCO WRAP \ �ER�TO P p UEATW R�REaeTIVE ,T� PLASTER ISAFNI ER q i / \ OF z• FLAeNNG WRB LAYER 02, FORTIFIBER u xmx k,°Pel°NG i I uEATNEIa REelenvE ANGLED , BUILDING PAPER S eELF•ADNERNG I ISA MERN VINYL FLASNNG \\ WEATI4ER IW-GISTIVE BEAD CASIVINYL . METAL LATH CASING BEAD i STAMFQ 67RIP \I \� J' THICK, 3 COAT CEMENT I WIPLAGALVINNG� (EXPLODED / VIEW FOR PLASTER \ -' CLARITY) GALVV METAL ''' IIEATFIER RESISTIVE Z' FLASHNG 1 TO BOVE TLAP ` `AAIRIIMERA OP OW X Tpmlt M OF 'Z' R AeN WOODNG ` E_z eEm VNrt_ eaeNn Y • x 6• eR?IILAreD TRS1 FEI'IREit (ww FLEXIBLE PVC / I WEOD DAOMIt ROD) \ / ' GELF-ADHEItlNG CASING BEAD ® RAISED AD`E`"" 1 I �`AS`rING "'ttCAP WjCAULKk4 `�\ AP"POVEDSEALANT BAND (FRAME) \"i:. DAItltlER �81eTlVL 1,7 A �IWEIRl �aeT1VE SCALE: I I/2' • I'-0' tz eam vNn_ eAeNa 66�ER.aeTIVE r ILExIRLa PVC R ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME 6ARItlER4 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/1fo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — d' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a r WINDOW FRAME ,( / WRB LAYER "2, FORTIFIBER BUILDING PAPER 1 E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) \—WRB LAYER "I, STUCCO WRAP, \\ WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING tWOOD 2X FRAMING SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------------------ f ---------------------------------------------------- Y4" GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT, TO WINDOW ,—METAL LATH WINDOW FRAME WRB LAYER 42, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6" WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE Ir E-Z BEAD VINYL CASING 2X FRAMING ml-%, FLEXIBLE PVC BACKER ROD) MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com ` AA 0: 0003325 J P [m y rY aysnsv �. LOT: ABBOTT PARK LOT #26 BLK. #11 PROJECT*► 04181,000-261 2 moamt 4EAB "1672-ARIA" 0ARAGN awD110: RIGHT PAC= WALL ASSEMBLY DETAIL 160 MPH E DP TT 4 /21 CASING a 1/4"=1'-0" WA4 a� LD BE TAKEN IN KEEPING THE VENT PROPERLY A'. LAND 1P ALIONED. VENT PIPE IS SEALED IF UlUZED. MAL IN PLACE SHOTM IN f GALVANIZED USING 1-111 NAILS AT EACH CORNER. ROOFNG CEMENT 7POOOSENEM SHOULD BE APPLIED oum SNNOLE EDGES HEARTHS OUTER EIXiE AND AROUND TIE ENRRE PERIMETER AS VENT IN THE ROOF RECp. V.EARER COASTAL (OPENING SMEARNNG.BRE THE OPENING IN ACCORDANCE MATH THE CHPRT SHONN. IN THE EVENT A MECWIMCM VENT FMI IS 01,1 ZONEVERE ODHSTRUCRON ZONES. USED. SRE THE VENT OPENNG M ACCONDANCE N1TH VENT FAN M)WUFACTURE'S PIPING C0NNEC1roN MSTRUCTIONB. DO NOT IHTOTRUSSES OR RAFTERSVAEN CUT11N0 TIE OPENNO IN THE ROOF. IN �A INTERFERING SHINGLE NARS ME NAIL— OPENINGHE TRAT THEHALING sFLANGE PETHETEROF LAYS OF THE VENT UYs FLAT TO THE ROOF SHEATHNO. sum um THE TOP AND SIDE FUNOES OF THE VENT W AND UNDER SHNOREs.ALLONTHE BOTTOM VENT FLANGES TO UY ON I I THE TOP OF IItE SNN(AES. IF YI-_ E o _-II ROOF HOOD VENT DETAIL SCALEI WS MODSRED 11, CUT IN NOUSIB RAPLP ' LINE OF UIUIDOD OPSNINS APPROVED IMQMEIRM \ \ OVER "ATNINO OVER UD STUD SWILL STEP 1 At EXTE'b lSASFIU(6 I841,010 SILL exX RItELa RABHon DO NOT SEAL SOTTOMI --� PIN STEP 6 T@'IPORARRT FOLD -UP A sac NOUSSYRAP(0 TUCK R-AP LIC u MEAD FOLD HOUSEMI IN AT JAMEB , SLOPE BILL IE INSTALL s'— SELr-ADIERM PLABNNb OVER VINYL MEAD K-461.RIs (UETN DAMS) NAILING R.ANW I ONS 1' MIN BEY RASFIN21 INSTAL VINYL C CAP PIPE ANDOVER FLANGE ALIGN RAGWM UN MT. EDGE OF aLL MO. MEOW WICALLY MATEA PANNED Room (CAP, NAM, STAMM; WALL DUPONT RENYRAP AS TM K ASNMS AT M IL cur A WRAPa PLUMBING VENT DETAILS 35,41. NTS INSTALL WOVE A MMGW - SACKED RE24OLE RA " MATERIAL OVEIRL DRIP CAP JONT (PIRIOIECTO-~ IST-20xL - EQUW) STEP 7 STEP 8 � WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 23' WIDE VALLEY FLASHING SDI OR HEAVIER FELT UNDERLAYMENT ASPHALT ROOF NG CEMENT NO FASTNERS W1 N S' OF CENTERLINE �i,XTRAFASTNERS IN END DF 9HINDLE ENDSNNGLE AT LEAAT 12' BEYORD VALLEY CENTERLINE L—I'CUPPEDOFF _ AT 15 DEGREE9 A ViRMI VALLEY TRAINED RLNE, FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY Oa H2U (OI EQUAL) SEALANT A WFOOUIA" JOINT, RUID APPLIED R-A64 IN6(LANCO WIITE-SEAL RC -SS OR EQ (ALA SLOPE SILL TO EX sm L IT Is TIE CONTACTOMIS IRREaYMaOILTY TO VE11tfY TbE CgTATIVULITY OF ALL PINVOUGTS I IC UOM HOUDIR~. SEALANTS A SELF-AD/ERM R.ASHIN6 MATEMALs USED CUP" CRISTRIOTIOPL 2. INSTALL ALL MATERIALS PER MANUFACTUIEERS &RITTIN SPECIMCATI" WAS. SEALANTS MAY (REACT ADVERSELY P NOT COMPATUNA CLEAN AND SEAL JAMS TO BILL JOINTS WITH DONS It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE, REPAIR SCHEME SNOU.N SHALL 6E IMPLEMENTED AT ALL WINDOW WITH EVIDENCE OF WATER INTRUSION ISELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1. R IS TIESCONTACTOIaS M&-% =LTY TO VERY TIC COMPAT04LITY OF ALL P1111000=6 NCLUDs16 SEALANTS E SEEP-ADIERINO FLAILIIN6 MATERIALS UEEO OU B" * CONSTRICTION. 2. PLASHM6 AT EXTERIOR WN IOUE AND DOOR OPENINGS SHALL SE INSTALLED IN ACCORDANCE WTH MANUFACTUtENS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U CP FEC RVIIA U IN ACCOIIDANCE USTH PENSSTRATIM MANPACTURI R'S NSTALLATION AID PLASHING UTA NiM, SEALANTS MAY REACT AOVEMELY IF NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, NTS 1441 N. RONALD REAGAN BLVD. LONGVJOOD,FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MISS POOR a. zoa: ABBOTT PARK LOT #26 BLK, #11 MozncTir 04181000- 6112 MODZI,: 4EAB NR1672-ARIA" OARAOa ISIMMO: RIGHT AAO= WALL ASSEMBLY DETAILS 160 JRH EJA C 11 Dp TO 4/19/21 aCAXM 1/4H=1'-0" a WA5 / TM'TEXTURED FINISH 0 WOOD, / Y - 1/2' TEXTURED /--------------- ------i-------- ` - FINISH a CMU - - -' ! 2x6 SUB-BANb W/I'x4' NOTCH a , METAL LATH r - - - - -- - - END, WRAPPED IN PEEL 4 STICK METAL FASCIA urxAP WOOD SHEATHING OR CMU LAYER DRIP EDGE I\ SIUCCOWRAP(FRAME ONLY) = WRB LAYER 4, FORTIFIBER F -- -- ----- - - V I \ BUILDING PAPER 1/8' TEXTURED (FRAME ONLY) FINISH a WOOD I \\ 2X6 Sue eAND 1/2' TEXTURED ROOFING CEMENT \ "\ \\ a� FINISH a CMU \\ DRIP EDGE METAL FASCIA \\ METAL KICK OUT WRAP Ye' FROM STUCCO, I' FROM \ ` - - WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED `�\ \\ FOR CLARITY \ ROOF DECK (BEYOND) `\ DRIP EDGE, 1. OFF WALL NOT INTO STUCCO) )1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ® VA O*'� METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©f=L,4N A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND WA4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x \x 3 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x .'.. .......... :. .:. x x x x x x x x x x x x x x x x x x x x x x x x,;, x x x x x x x x x x _ x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003325 J b 0 gg sVHDIV. 16 LOT. ABBOTT PARK LOT #26 BLK. #11 0 181�.0 0-26112 MID 4EAB "1672—ARIA" GAP-40Z 8VUM: RIGHT PAG h WALL ASSEMBLY DETAILS 160ARH EXP. Cl kw •NnSAW D T i 4/19/21 SCALD 1/4"=1'-0" sr BM WA6 CONC. AB FM-12X12 4"CONC. 1.1 m N I31/2" a Oa LL y F-24X24 / 3'.2" 6,,4„ 2'.8" i� a _ 10 i i i. FM-12X18 1 I 1A 4" PVC CHASE // I 1.1 I ' i 0- 4 CO TOP OF I SLAB 8 V PVC CHASE FOR ELEC. I9 I ISLAND i f /i to 1 I Im N I i% I Y I I O a 'q I F- EXTEND I- I SLABS-1 1/2- ( - - - - - +�51/2" N I g' 18'-0" 2'-8" 1 T-8" I 1 1A 1.1 1.1 1A 1. $ N 1 11 LbI W LL -EXTEND SIM. FM-12X18 SLAB 1 1/2" N 1A 2 1A 1 x CONC. �+- SI I SLAB a to I 1/2" N °-I `4 I 2 1 AA 1/2" FMC-12X18 I +-3 ; MC- 41.1 �.7 11 L FM-12X18 1.1_ 12X18 1.1 1.1 _ _ _ FM-12X18 _ _ _ _ FM 12X12 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'4". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + 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, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11 OINDICATES #5 BAR, CBNDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 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 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T.0" O/C MAX. SEE PLAN FOR VWWM 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 WIA.WIA OVER GENERAL 1 3 1/2' 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17, CONTINUOUS 18" FMC-12xl8 12" CONTINUOUS 19" - )#5's #51N CURB VARIES F-24x24 24" 24" 12, FM-1202 17, CONTINUOUS 12, - (2T 06s TE-1 8" SEE PLAN 8" - O 's I1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngfoup.com AA #: 0003325 S° m R SUBDIV. At: L/OT ABBOTT PARK LOT #26 BLK. #11 PROJECT* 04181.000-26112 HODELe 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 1 PH , C i LA O DATE: 4/11 aCAL.E: 1/4" SHEET PRINT s1 30" MIN. EACH WAY MONOLITHIC FOOTING po STEEL REINFORCING IN GROUTED _ I STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND p; CELL SEE PLAN FOR SIZE AND REQUIREMENTS v_ dT SPACING REQUIREMENTS SPACING _ --.rrr ••. 1.•I .. GARAGE DOOR U= Q 1 RECESS y Fes: I g O crO N b Z 6" CMU WALL O}� Z V' CMU WALL II , . CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG EACH W W g ° g c b +- a-0'• - - B. WAY AT ALL CHANGES IN DIRECTIONS IL p= ff�n c4 -+ a-0" TOP OF SLAB I .. SO THAT THE STEEL REINF. IB CONTINUOUS TOP OF SLAB ° MATCH AMOUNT OF CONTINUOUS BARS e CURB FOR � a EXT. PORCH SLAB ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4• CHAMFER (1-STORY) 16'• � , - IV(/ ° PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER I•I� I� LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '- �=p" AT ELEV: W/ 1/2' ISOLATION ". , JOINT (WHERE 0 IT CHAMFER (2-STORY) #4 2R' Wl . W! 1/Z' ISOLATION II (iSTORY) 8" CHAMFER (2-STORY) 0'-0" APPLICABLE) z SEESCHEDULE 30" JOINT (WHERE • • APPLICABLE) Z 4 EESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR MO, BAR SIZE 361 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY #6 AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO %EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE L scALE:3a"=ra' ,. @ GARAGE SCALE:IA41'-a' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-a' SCALE: 3/4"=1' 0" Z (1) #5 REBAR VERTICALLY W/ CONC. U POURED CELL Q z� I.,CMU LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 160 COMMON 04 REBAR 024" O.C. 0 CENTER OF NAILS, 2-ROWS, #' O/C BTM. VERIFY HEIGHT QJ W�a SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Oa Z � W W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g OU WALL W/ SYP ( Z' CAPPED j NEW REINF, BAR O 0- No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE SECURED WI 2- PART g SPACING. SINGLE BTM. PLATE 1YZW' WEDGE ANCHOR WIZ' W/FLANGE @ BASE EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH n• b Q 8", LIND Q O FOLLOW ALL MANF. PLATE EPDXY 5-1Q" EMBED. MIN. 0 16" OC 4" CONC., REINF. W/ _ ¢C SPECIF ICATIONS FOR !AQ I BTM PAND OP PLATE PH6 MAX. m i' f k6" 010 WWM ON SECURE FLANGE TO = m USE AND F PREPARATION OF ANCHORS W/ 10d x 1 12" = N O MIL POLY ETHYLENE STAB W/(4) 1/4" X 2114" C7 HOLE. COMMON NAILS FILL ALL ul W VAPOR BARRIER ON I, '-0" TAPCONS HOLES, DO NOT USE 10d W ILL x 3' � SEE SLAB SCHEDULE > .. CLEAN CLEAN TERMITE p -i'` a ENT SHALL 1 TREATMENT SHALL BE 41' � BORA-CARE +- ate' - , u 1 1 ,PQQ TOP OF SLAB < ` (2) CONT. #4 REBAR 4" CHAMFER (1STORY) - ° f 6" CHAMFER (2-STORY) .°: — (2) #5 REBAR ON CHAIRS Z 12, MIN. DEPTH INTO B� 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL > p COMPACTED SOIL FOR MD, BAR SIZE SLAB HEIGHT LESS THAN 3'-6" U pER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP scALB:3/4••=1'.a• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 6 7 scALE:3a"=ro" (W/ UPLIFT) W/ BLOCK WALL SCALE:34"=ra' SFOOTING SCALE: LAP TOP PLATE A MIN. OF 46" —�_ LAP TOP PLATE A MIN. OF 48"----__y AND NAIL WI 16d COMMON AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD— 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING --+- OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS Z WALL W/ SYP No 2 STUDS SEE WALL W/ SYP No 2 STUDS SEE 0 �- PLANS FOR SPACING. SINGLE BTM. PLATE TO 8E PT, PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL In SLAB W/10d MASONRY 16" O!C STAGGERED. U NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT R ADDITIONAL METAL 0 8"CMU WALL CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. Z +- a1Y'.°Q, POURED LINTEL CONT. (TYP.) W UPLIFT IS PRESENT. 8" CMU FILLED CELL (TYP.) TOP OF SLAB . I• 0_ SEE BLAB SCHEDULE SEE SLAB SCHEDULE WALL FRAMING Q SEE SLAB SCHEDULE , 1/2" DIA SIMPSON STB2 BOLTS 5" +- 0'-0" +-0'{y Z ? s . MINIMUM EMBEDMENT INTO TOP OF SLAB —� TOP OF SLAB c ° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND a to ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX `�� POURED MONOLITHICALLY WITH ��FOUNDATION ° °0° AND SLAB SEE SCHEDULE4° tAND SEE SCHEDULE / WxD, BAR SIZEEQ. • s FOR WxD, BAR SIZEFOR ✓AND BAR QUANTITY EQ.ULEAND BAR QUANTITY SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO NTITYD_­�INNTIE�RIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD �� '— BLOCK WALL CONNECTION $ INTERIOR CURB FOUNDATION WOOD WALL scALE:3/a'=1'-a' (NO UPLIFT) scALE:3a"=r-a' i 1 SCALE:3/4"=T-a' scALE:3/a"=1'-a' (NO UPLIFT) 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdaslgngroup.com AA M: 0003325 A r � ads avHaly ae LOT: ABBOTT PARK LOT #26 BLK #11 PROJECT# 04181.000-26112 MODELA 4EAB "1672—ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 160A EM C DOWEL PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 � Y W 3 O Q Q � DA IC. 4/19/21 SCALE: 1/4"=1'-0" EiiEE'I' S1.2 • TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM - VARIES PER ELEV. z d ': -a s • _ • 1441 N. RONALD REAGAN BLVD. LONGVJOOD,FL32760 PH:407.774-8078 FAX: 407-774.4078 •- www.abdealgngroup.com 6I `a #5 BARS AA #: 0003326 D r- B" n a � AN OUT REQUIRED � "D• FOR INSPECTION a 0] '° ail • I 0'-0" FIN, FLR. � TtETERTICALREBAR n � TO HORIZONTAL • b REBAR W/ 10" HOOK y P a C BAR SIZE 48 BAR DIA. ** Z #0 18 CMU UNIT DIMENSIONS O 24 Q �p ARE ON SIZES U #5 3a' O MASONRY SYMBOLS HORIZONTALNERTICAL SCALE: 34"=1'-a' yl � REINFORCING � � SCALE: 3/4"=1'-a' 00 Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS W U wO Z 8" CMU WALL TOP OF SLAB e - TOP OF SLAB SEE SLAB SCHEDULE Z - a EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > 4" CHAMFER (1-STORY) 18„ OU - W/ 1/2" ISOLATION 8" CHAMFER 12STORY) JOINT (WHERE #4 24' e ° APPLICABLE) Z MATCH STEEL #5 39' REINFORCEMENT 6" PVC CHASE PER SCHEDULE 06 1. 6" PVC CHASE THRU FOOTING BIrHDIv ae r o r ABBOTT PARK LOT ##26 BLK. ##11 PROJECT 041 1.000-26112 MODEIA 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING ��': �' 4 NO PRD"DAPE: 4/19/21 SCALE: 1/4"=V-0" BHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .17T' " x 2 718" LONG, WITH WASHER @Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK 1Q (2) 2X8 BEAM SCHEDULE RZMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL! T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pei) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES I 8F16-1T/OM/06 BF16-11T/OM/OB 8F16-1T/OWOB ~� i GT UNO, PROVIDE BB7 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. r j 8RF14- ♦ 1T/OM/0B I I IL8Fl6-lT/OM/OB 8F8- L 8F20-lTl0MllB J11 LIFT BEAM PLAN SCALE: 1 /4" - V-0" L44i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroupcom L AA #: 0003325 P 6 sUMM ae LOT: 11 ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000-26112 MODEL" 4EAB "1672- ARIA" GARAGE t VFMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C BCALE: 1/4-=1'—O- SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 101' HOOK ... #5 BAR IN BOND BEAM REINFORCING OF BOND BEAM 1 3!4"=1'-d' NOTES TO THE INSPECTOR/CONTRACTOR TYR 6k81' 50 1#b 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. \, PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING 8 �t Y\OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \,\-4' / TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 85c16" tp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM '- O / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1#6 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. A \Xk, 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" 5 DEEP. / / P�4�EL�O 8x16 DBL. BOND TQP OF BEAM W1(1) #5 BAR BOND BEAM •\O EACH COURSE G SxB BOND BEAMTB_D TOP OFW1(1)#5 BAR.` BOND BEAMF = FILLED W/ GROUT30"TYPICAL I .Y\U = UNFILLED GROUT SOLID FRT PNOMINAL LINTEL TO TOP OOFOPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTE 5 16-1T/1 8x8 PRE -CAST CNOMINAL—� LINTELW/(1)#5CORNER HEIGHT #OF#5'S,TOP LENGTH OF BAROF MASONRY OPENING-2'BEAM DESIGNATIONIT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFX%-1T/1 MAIBINDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST C AND%FXX- iTgMgB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEFERIT ISTHIS ENGINEER'S INTENTSCALE: TO PLAN FOR LOTOP AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND %UXX- iTMMW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.146 MIN HEAD SIZE.3 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW A- R 1/4") 8" FROM EACH END AND 16" O.C. MAX. MIN 1.1/4" #5 BAR BENT AS SHOWN , EMBEDMENT PRE -CAST WINDOW 2x6 (MIN 2 X 3) 2J/16 TAPCON ORDRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 11/4") 8' SILL FROM EACH END AND 16 LOPE m O.C. MAX. MIN 1-1/4" b EMBEDMENT OPEN FACE SHELL SO 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT ALLOW SHANK SIZE. MIN HEAD BAR TO PLACED IN UPPER AND LOWER SI2E .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING #5 MIN. REQUIRED IN BOND BEAM 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 1WO .C. MAX. MIN 14/4" MIN. 2-12d PER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 SCALE: 3/4"=1'-0" A "� SCALE: 1 1 2"=1'-0" 5 SCALE: aw -1'-B PROVIDE W DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL ISINGLE #5 CORNER p" I BAR, 3000 TURNED UP TURNED DOWN INTO OF FFIR ILLLED CELLBOND.BEAM 0 II I II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. (I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.com L AA #: 0003325 •1 P $3 a S 3 SVHDM At LOT ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000-26112 MODE7s 4EAB "1672—ARIA" GARAGE BV MG: RIGHT PAGE: DETAILS 160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. 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. 9. PLACE 20 PT TO ALIGN NTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWSE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.com L AA #: 0003326 IS gg a a FORM a LOT ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000-26112 moaEu 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: FRAMING PLAN %160 MPH EXP. C 1 SCALE: 1/4"=1'-0" 1 s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C_(j) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER tx2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2' x 4", 8", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) _ _ TYPICAL TRUSS/ "' lu 1y GIRDER CONNECTOR(S) SCALE: OUTER 113 ( SPAN ONLY NOTCH DEPTH 1/4•D O y HOLE EDGE >5/8" /--HOLE DIAMETER / 2/5•D SGL. STUD BTM.- PLATE AND BORING LIMITS v SCALE: 1 1Y2"=1'-0" ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4", (9) 10d x 1 }" NAILS TO S', 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR LA (l) SIMPSON LGT3-SDS2S GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS J' x 2 �' TO GIRDER B41) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SOS }' x tx2, 2x WOOD FASCIA 3" GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2) 2x SECURED Wl (3) 16d (2) x 5"TITEN HD TO CMU AND (18) SIDS }" x 3" GALV. COMMON NAILS. lx2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4T25 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c 6GALE.34-1-0 GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314"=1' 0' (2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN BRACE W/ (3)12d EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING I$ PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING TO 30'-0" (1) "X" BRACE SEAMS) 30-1" TO 69-0 (3) "X" BRACE SECURE 2x PT. PLATE 8'-0" MAX (W/1X4) (1) "X" BRACE ®CENTER "X" TO BILK W/ 12" OIA R 10'-0" MAX (W/2X4 (2) BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY S' SEE ARCHITECTURAL MIN. EMBED. AT 32'OC lx4 DIAGONAL MAX. BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 BRACING, SEE P.T. PLATE W/ 12d's 8" PLAN FOR LOCATION STIFFBACK (AS PER O.C. MAX MAY NOT E TRUSS ENG) CONT. 2x4 SECURED W/ REQUIRED (2) tOd's ®EACH TRUSS TO BE INSTALLED a BTM. CHORD OF 10'-0" O.C. MAX. WOOD ROOF TRUSSES SEE SCHEDULE FOR BOND BEAM RED. lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'1Y' PRE-ENG'D TRUSS THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES LE EDGE >5/6' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. HOLE DIAMETER < 3/5•D DBL. STUD ALTERNATE MATERIALS SCALE: 3/4"=l'-0" i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W NilY4 a ABBOTT PARK LOT #26 BLK. #11 PROJECT* 04181.000-26112 MODZU 4EAB "1672—ARIA" CARACE STI MC: RIGHT PACE: DETAILS 160 jft EXP. C `. 4/19/21 SCALM 1/4"=1'-0" 8*12mT s3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-C- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 01-(Y' TO 3U-0' (1) "X" BRACE 30'-1" TO 60'-0 (3) "W BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUIFLOOR SHEATHING FASTENER SCHEDULE" SEE TVP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIAf CTION PERSEE ARCHITECTURALMG.2x SECURED W/ (3)16dWOOD GALV. COMMON NAILS.4" O/C, tx2 SECURED W/ 10d DRAWINGSGALV. COMMON NAILSCONT. 2x4 RAT RUN AL SECURED W/ (2)12db MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:34"=r-a VTCR SPACING (1) AT EA AND W-0" O PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS- 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-W O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x8 PT. PLATE TO SILK W/ 1/2' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0 10'-W O.C. MAX. GABLE END BRACING W/ PRE-ENG � GABLE TRUSS @ CMU WALL O SCALE: 3/4"=T-0" .1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 Y SVHDIV. at LflT: ABBOTT PARK LOT #26 BLK. #11 PROJECT# 04181.000-26112 MODELS 4EAB "1672- ARIA" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH E C r4 � - "o racaa� a DATE: 4/19/21 SCALE: 1/4"=1'—O" SHEET s3.1B (TABLE-QO �"� fF-1F HIP iVOF TIC' ROOF 1MND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.00 PSF (63.00) ZONE 3 = 60.90 PSF (70SO) ZONE 2e = 60.90 PSF (70.90) ZONE 3e = 7%0 PSF (80.40) ZONE 2n = 70.40 PSF (SO 40) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 70.40 PSF (80.40) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK 21/Z' 0.131 F1667 K 170'0DO ING (R6- 0RINGS Sd RING SHANK, 23/6' 0,113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 23/6' 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" COX OR 7/19' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.Vol` BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND S' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 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 @ 4" O.C. TOP & BOTTOM EDGES N z zw z� U, W ZY Q U = O Z tt EXT. z 0 Ow HAF 1 EN UN I HUSS-� ROOF SHEATHING i BUILDING LENGTH L ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING R 16.0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#B 2' DECK SCREWS @ 6"-8" O.C. MAX 0 EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3YC33M. MAXIMUM AGGREGATE SIZE SHALL BE Y4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED Y/'. ALL WOOD FOR BEAMS, SEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDES -MIL CONTINUOUS POLYETHYLENEVAPORBARPoER MEMBRANE UNOERALL SlAB50NGR0UND WHERE INDICATED ON POVIDEDRAWINGS. CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER.Fb- 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND ABC SPECIFICATIONSPRESSURE SEAMS LAPPED B9ICHESAND SEALEDVAPORTH ADHESIVE TAPE. ELASTICITY - 1,400,000 PSt. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 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 SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED CALM. 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 FSCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC EACH WAY. C TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036'AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS FREE FROM OIL SCALE, AN US P M E, D RUST AND LACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD UPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDREVIEW. 20 DO TOP CHORD HlonconGprra t TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pef BTM CHORD-noncor ITeM #5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATIADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONSRE REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSIIASCE 7 88: 1990. 18 psf TOP CHORD 20 Ps} TOP CHORD (7 psf w/ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 PSI BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pSf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-16 020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BLE(FBATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10IT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p NTS: AND DECKS: 40PM, GUARDS AND HANDRAILS: 200pN, GUARD IN -FILL COMPONENTS: SOPN, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pst, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND 9PECIFIGATION9 FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED 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 RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PUN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE rin - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL . S DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVER T � STRENGTH H OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 38" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOW S: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP $HALL NOT EXCEED 5" N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C94 CMMOR MEASURING, MOUND, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 13 ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE 18 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. ITSHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER I-1iA" FOR 0 6 AND SMALLER P FOR06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 311"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. UP VERTICAL REBAR 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, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 km FOR ANGLES PLATES AND WSTUBING SHALL BE AS HAPES. STRUCTURAL TU NG AS TM A500/A500M GRADE B F = 48 W. STRUCTURAL PIPE SHALL B ASTM AS A53M G P y E 3 RIDE B, TYPE E OR 3, Fy 35 Ksi, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WNDOWANDDO R BUCK FASTENERS FASTEN R APPUGTON 913E TYPE SPACING REMARKS APPUGTON 9t� TYPE I6PAGNG REMMKB Ix3PT-NG TO GeE HAROENC-0CDIL GMAGE DOOR BUCK 1M"tlA TAPCON MASONRY it?EMBED, <•EW tlST., MABCWRYICUNC. NNLI KIT LONG. SOIC TO MABOMiTIOONC. No- FASTENER SOS EtlBT. 9WpAL. E%T.WW9 CASE HAROENEOCOIL COC WINOONb00IXL FASTENED OPAAGE DOOR BUCK 2'W� IXPANBON BOLT 18'dG(3B'tlA) YEMBED-A-ENO qST., T, SEE NOTES NNLt 1?LONG. STAGGERED INTO MASONRI'T%IC. TO MPegJRY,'CIONC. �YNS�F M'dC(1tTOW SEDGE tlbT. WINDOW BUCK CAS-RIflI-L S.- NINOOWIOOORI FP.STI-D METAL 8TRAP TO CONTACT THIS ENGINEER FOR SPACING 1. IT, SEE NOTES NPIL I HIT LONG. STAGGERED INTO MASONRIICONC. MA9CNRTICONC. REQUIREMENTS EXL.9VAAO DOOR (1YtSTlA. "fAiWlf 1B, 11IY EMBED. B-END NONAEAPoNGV %lD EKPPNSION 1"BABED.eEM BUCK 3r PT. SEE N01E8 WA9HEp FA9TNER tlSi.,11Yl EOOE tl9T. WALL TO CONOSUB WI WABNEH BOLT NOA: p8T., 3' EDGE tlbT. z 3r PT WINDOW BUCK 0.138°PPFx11M" 9'QD "ENO tl9T.. 11IY' PT T09TEEL COL., eEE WI WASHER STAGGERED EDGE peT NOTE s I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com �. AA #: 0003325 J All V a SUBDIV. de mm7 ABBOTT PARK LOT #26 BLK. #11 PROJECT 04181.006-26112 MODEL' 4EAB "1672-ARIA" GARAGE SKIING: RIGHT PAGE: DETAILS 160 MPH EXP C w © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS 1--e" MAX. DETAIL A FASCIA O7 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O7 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT 1D HEM AND IN VALLEYS BATTEN STRIP ANCHOR @ 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /-TRUSS/JO / BY OTHER EMB. WOOD BATTEN STAPLES INSTALLED -y-SOFFIT 1O 12" O.C. MAX (INTO OW'OOD) IN J-CHANNEL DETAIL B J-CHANNEL 0 NELQ SLOT j' MAx. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH TAPLES INSTALLED O7 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, O7 STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX.-- I {*- DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----i O3 J-CHANNEL--/ kD A rTA.1 !� TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'---r� — SOFFIT-' SEE DETAIL 'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — — O SOFFIT INSTALLATION SCREW, 0 J-CHANNEL BATTEN ATTCHMENT ® J' MAX. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O7 WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR VE WIDTH DOF fERHANG) CONCRETE; CMU OR WOOD (NOTEA ) BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. L/C I MIL M 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 is o � lid 9tMDIV Se LOT ABBOTT PARK LOT #26 BLK. #11 PROJECT 04181.006-26112 MODEIA 4EAB "1672-ARIA" GARAGE 871INO: RIGHT PAGE: SOFFIT DETAILS 160 UPH E C r c F �iik A. AR NO 93 D : 4/19/21 SC :1/4" SHEET 4 SDI