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Home My WebLink About8027 Broad Pointe Dr99 1408-DAKOTA99 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax. (813) 740-9715 ALL WORK SHALL COMPLY WITH PRE`dAIUNG CODES FLORIDA BUILDING CODE.. NATIONAL I .LECTRIC COME, AND THE CIIr OF ,_k:PHYQHILLS !JRDwNAINCEti.,, NOV 0 4 2 20 REVIEW DATE 1 CITY OF ZEPHYRHIL PLAN E."MINER — ul • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: tH DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740 - 9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .nn= BIUga= CODE, 8lH ED11ioN (2017) • AIL IWA MD .STATE CDM .00CUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB • MIN. INTERIOR FWH - CUSS B •BASIC ARID SPEED — Vult=IBC MPH vasa=tz4 MPH EXPOSURE C �I_37ORY RESIDENCE _ .2-STORY RESIDENCE; - MAIL, HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR TABLE CONDITIONING AD AIR CO ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING OLR CLEAR CONC. CONCRETE OPT. CARPET C.T. CERAMIC TILE D. DRYER DDOUBLE DO. .G. DUAL GLAZED DU. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR DS. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL Ewa. EXHAUST EXT. EXTERIOR F.GJFX. FIXED GLASS F.G. FU ISH PIN. FINISH FLR FLOOR FLUOR. FLUORESCENT FR. DR FRENCH DOOR FTG. FOOTING GAUGE R GADISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD, GYPSUM BOARD B.B. HOSE W H.C. HOLLOW CORE HDR HEADER HOT. OR HT HEIGHT INSUL, INSULATION RYE. INTERIOR I". MUM. M.C. MFR MIN. M.T. MID. MTL, N.T.S. O.C. PL P9. PH. PLY. P PR. P.T. R. RAD. RA.G. REF. SM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. SG . STD. SWS TEMP. IOC. T.O.P. T YP. TY?. U.N.O. V.P. W. W/ WD. WOW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH ORE LNG SOLID OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS T O CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCR1P ON gq� DIDWTIBBIED ARCHITECTURAL SHEET DESCRIPTION 031M ADDED 2X6 IWSLL BEHIND WAbNER 4 DRYER PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA8 -WALL ASSEMBLY DETAILS 9*,2 B ADDED LED LIGHTS • KIT0EN A DAT4I'd0" 06aae ADDED SW PATIO OPTIM___ m�nB DELETE ARCH N WALL"Y PER MAR W40 °MO REPLACE u6P CO"CTORB MTN 61HP60N CONIEGTORB 03/l3/Jo P4WMANTENMICE 01/09/RO ADDED RADON PLAN OlAO!!D ROOM TITLE CHAWAE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 �1 SQ.FT. CALC.'S LiVM ]A" 86L FT. GARAGE 424 66L FT. ENTRY 16 sa FT. TBRIa PATIO OTALI � B�Gt. �: STRUCTURAL SHEET DESCRIPTION PG 81-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S3.1C-DETAILS PG SNl-DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUI.D THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMTT A WRITTEN R.F.I. (REQUEST FOR fMRMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'� 9 IN WRITTEN/DRAWN FORMS IN A TILY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N.RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.aom AA I►:.0003326 4 etmDm & LAT: ABBOTT PARK LOT #5 BLK #15 PROJECTp 04181.000-05151 1gODE 1408" "DAKOTA" GARAGE OWING: LEFT PACE: COVER SHEET 160 MPH EXP. C Dw� 08/13/20 OCALE: 1/4"=1'-O" OIfIEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. Brte WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 ANDIOR 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. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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/ -INCH 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. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. W. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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: 1. STANDARD GRADING RILES FOR SOUTHERN PINE LIMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PURABIMO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF GLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. oRERIOR WALL COVERRws 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FRBBIIEE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3" 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 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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 -15A AND R703.7. ARE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ 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 SOFFR'S 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE NTH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdosigngmup.com L AA M: 0003325 a 8ZMDZV. de LOT: ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 MODEA, 1408" "DAKOTA" GARAGE BWIATG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C !7 r-piurrr .1 08/13/20 SCALE: 1/4"=1'-O" BFIEET GN ba e 38'-0' U m p I:11'11 '/1 i - o � - - o � - � o - - ® 20 MIN 'a ATTIC / r'22'X54' ,j �I aAS REa M PER 15LOG.: - i e AIEEIo,; - oJEEro oIIEEEEEEE10 oIIEEEEEEEECo EXTERIOR MASONRY SQ.FT. CAM'S WALL BRG. HEIGHTS LIVING IA" SQ. FT. ® GARAGE 424 SQ. FT. 81-01 ENTRY 16 $a FT. TOTAL 1,848 SQ. FT. 60 PATIO SO SQ. FT. ��IE8E0d f IDLE 1101fT111NDM FgWJIKB me In IOOTA E MIR WINDOW w 5 34/-45 CRITERIA EXTERIOR SWING is 5 33/-43 DR. MIN. CRITERIA SG.D. MIN. 41 5 31/-311 CRITERIA 16010 O.N.D. 112 1 5 1 28.2/-319 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT d 0.18 BLDG. CAT. -II, EXP.-C, MEAN ROOF PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. TOP PLATE 0 i� BAR DETAIL A SCALE.-1/2'"1' FLOOR PLAN SCALE= 1/4' " I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR$ NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/0' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32160 PH:407-7748078 FAX 407-7744078 www.abdosigngroup.com L AA* 0003325 q a Ipit tMDICV. & LOT:BBOTT PARK LOT #5 BLK #15 OJECT# 04181.000-0515 MODZP 1408" "DAKOTA" GARAGE OWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C of DA IL. 08/13/20 OCALE: 1/4"=1'-O" OPIEET Al ■ ■ -, SF .ti-1-16'-4' BLDG. HGT. 12'xib' FYPON 15RACKET SIDING AS SPECIFIED ITYPJ PAPII' i- ■ ■ am FRONT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A 1■ 5 8'-0' BRG. HGT. M AREA OF ATTIC = 2364 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/30D REQUIREDVENTILATION AREA • 2364/300 7.88 VENTfATION AREA% SC, INCHES PER FT.(144) 1234.72 SQ IN. MN. REQLAREDVENTILAMON • .5X 1134,72 IN UPPER PORTION OF ATTIC 567.36 SO, IN. OFF RIDGEVENTIATION AREA = 115541N. FERVENT 567.36 /115 TAL80F VENISREQUIRED TOTAL 0 OFVENMPROVIDED = 49=7 = 5 OFF RIDGE VENT ■ 5 8'-0' BRG. HGT— - _—'-- m II 0'-C' FIN. FLR.. - I I _---------- --_-_-- REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 0'-0' FIN. FLR , I I 0'-O' FIN, FLR LEFT ELEVATION SCALE, 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 5 B -0'R - - A8''0'G i _(P• I� 0'-0' FIN. FLRo' , I I _,gym'-0' FIN. FLR. ------------------- -------------------r p------ RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH o0'-0' FIN. FLR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAK 407-7744078 www.abdesigngroup.com AA 8: 0003326 a 9LTHDIV. Ja LOT: ABBOTT PARK LOT ##5 BLK ##15 PROJECT 04181,006-05151 "E 1408" "DAKOTA" GARAGE SKIING: LEFT PAGE: ELEVATION „A„ 160 MPH E . C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MY OUTLET 20 AI'r SSELE PCH E Wv OUTLET IIOv OUTLET N OF Ounsr N4® TO ewrcH Otl IIOv OUTLET �D Memo PALL NiEENPERKTAMPM POSWAW TTP!) � 22AY OUTLET (4) WAIF CON45=I014 -Ch- GPI ctmwT!R'w0or T GUTCN 61WTCM S-WAY OPER EETCN 4-WAT OPER WALL H gNTED LIGHT CEILM LIGIHT © LED CLO LIGNT ©Vp PLEDarLIGHT O Vp VAPOR Pooh LWHT OF4k=S66D CAN ® VOir. PAN Icm MR w FT. vort.HVN W,LIaHr ICM PEA W.Pr. v law FJCYU (ePE" Tao sr ® FL 2-eGLe ARAP AAClD reuaxa MNT.) ARASD 2' FLUO lSCENT 4' N.110R GCM .g-A B-A 41 TRAM LOW ® PANEL METae 0 9D. smo m D{T =cm Y FOR sE eNOHE DnletGle ®CAROMN'Tm!-COtYiCTAD S/CO °OIEG WALL a • If IV OR NOT LW THIN THOi 4' NTOANT LIGHT Lf� NATURAL SA1 OUTLAT ► TELEPHONE JACK WN py 1QEiylrAfC L e1DQ AEe ONCClECT M AW ON TELlVmm JACK «L EON TO a suPPoRTSD N O J-ION M41 MGUOM !'SCR «LNG BOH CEILING PANA-BHT TO ONofflmw1ED N AOCOICYC! w EON MARQD AS SUCH MR p`pp� 24' NuvwGce+r LIGHT STRP nno 26' Noat>ESCONIT WENT 6TRP ennn�nnnn M, NCNB LIGHT NRIP ROOD LIGHT Orr. sEaslTr HKETPAD • Pn MM-RmoN FOR OHets USE FORT • LOCATION CP TV JACKS / PHONE CUTLETS A PANS TO BE Vm"gw • WQ7LOENim PRe-ccwTRNcTION MEETM • ALL O A 20 AMP ORANCH CUCUITS TO s0 ARC FAULT MWTSCM PER ELECTRICAL PFCVWONS OF Md • 20 APP DlDRCAI g LAWDRr CRICUIT. OF! • ELAND (NOT ON KITC14UI CnsaIT) • DISIBMMlR 01600MECT TO BE LOCKOUT N PANEL SAT14110q'1 mSWET FAN TO HAVE MN. CAPACITY OF be CTT wel"TTENT PER ELECTRICAL PI60v1610NE OF SECTION MOOT! FAijirru HNemaN r'NITx • LAUNDRY ROOM 11C«PTACL! SHALL BE H➢R016D FAULT CnecTAT-INTEIIINPIER PROTECTION PER PPERMCN EL ON P4DEE6 • WRNO METHCO SHALL M NON METALLIC CABLE PER ELECTRICAL FTEOVISION6 CP POOR rT4 ED e2EIT1 • ALL Now TO COTLY WITH ELECTRICAL PROVISIONS ON TN! PBCI! - . ED rW, • T6f 0 LIGHTING NWT — IN R Y ENNCIWT TYPE POE 0 OSD. BEDROOM #1 PRE -WIRED CLG FAN r 91 LAUN. PANTR -42. J i '`�• GARAGE 1 DOOR `L / MOUNTED LIGHT W/SWITCH IN/ ATTIC METER ;J, BOLLARD / FIELD q AS REa y f LOCIFY . IL PER BLDG. j Z CODE OR IRRIGATION CLG. OUTLET • OUTLET 40' APP. PATIO S/CO - I I \ \ I SING DW 1 \ I TV SWITCH IN 1 \ 1 CABINET 1 \ IQ1'M / �1---4V \ HOOD WIRE W/ \t OUTLET FOR FUTURE MICRO I y� ===OrTi I / \ Y 1 II I II I II 1 II 8/COI I II � II t II FOYER 1 N GARAGE --- ----- -- COACH LIGHT - - GREAT ROOM I 1 PRE -WIRED / 1 CLG FAN 1 � 1 / Pro / ELECTRICAL PLAN SCALE, 1/4' • V-V BEDROOM#3 PRE -WIRED `, CLG FAN I / BATH #2 D'Vi BEDROOM42 I\ (. ) ENTRY PRE -WIRED CLG PAN �Il��m�l�llu IIv�®Q�� PANEL -A I®Ilsllv¢�-a�mo 0 ®om�.��mo I011N��`S2s��o0' IIIE'hE11SN0��II01111� 11®NII��IDoO rolls®IIIDm m��Q©� ®o®IIIllOm I®Ils®®IllllOm II©0 III©0��^.:�oallllll® R �IIIIF7a® ®olv ®© mw-"= � �d i�ma"'B" ITE® '��i�L'31•��® sm;Him �Elm "m SIEMENS m Im 1111® mi I11111�®�� I _ I I L ml / LED LIGHTING @ SINGLE LAV. BATH I 150 AMP ELECTRICAL RISER I L I I I LED LIGHTING ® SINGLE LAV. BATH 2 PROVIDE 3-2/0 CU, TWLN • 1% CU N 2' CONDUIT OR 3 �4/0 AL, TMWN + I% CU N 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERI4ANG.) NOT TO SCALE. COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND b0/J40 VOL GENERAL NOTES • M ELECTRIC METER IN I IMPHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FDCIE 6LM I'y'EL EDITION (2011 LOCAL CODES, AND ALL LOCAL POWER COMPANY REOUIREMENT6. 160AdP O. ALL CONDUCTORS SMALL BE TYPE THFN/TF#W UNLESS NOTED OTHERWISE. POWER COMPANY TRANSPOISMER GRADE PROVIDE 00 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CQJDUIT OR PROVIDE 3 -2/0 ALUMN311 (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT LINLE66 SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPMONE 6ERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EOWR9yEM EOJIPhIBIT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 µ CU 6ERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR S•LH EDITION l201T). 15/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7748078 FAX 407-774.4078 www.abdesigngroup.com AA *: 0003325 ONE g $ r fA sunDIvBBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 H "'11 1408" "DAKOTA" GARAGE 8W1NG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C 0 � a a !� SING pW I H I I I I I I O to I lO I I � — S u n � s L11111 OPT OpT, 111, --- o II I I - V II 2' VTR KITCHEN 2' I I ONK V _ ------ AUTO VENT 1/2' 1 1/2' IR 3. II/2 2 II IR TUB LAV LAV 3' 1/2' WC 3' 3' SHWR WASHER 3. 3 co El 0 19 ER TO ------------------ MA1N PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 ""Abdesigngroup.com L AA 0: 0003326 fit p a IA AT: tnsDm at L BBOTT PARK LOT #5 BLK #15 ROJECT* 04181.000-05151 >ttoDE 1YAOUpp " "DAKOTA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 2X4 TOP PLATE I1/2' CLG. W DRYWALL SECURE DT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' OC. MAX FIN. FLR PRE -FAD TRUSS 2X4 WOOD STUDS 024. CO. SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (a1TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'•1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWD.1J ON J' Oba. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE s PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 0 TYP. ELEVATIONS o�. .-. VENTED SOFFIT 1 1 1/2' THICK 2 COAT PORTLAND—L— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FmR 5/8• GYPSUM Ex OR 1/2' WOW STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (t)- "5 (2) COURSE 'DO NOT CUT THE BOND BEAM RESARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-V' SEE ENERGY CODE FORMS INSULATION R-VALUES, REFERENCE STRUCTURAL R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATICNS STRUCTURAL' Ix2 P.T. FURRING — STRIPS • 24. OC. a' CMU 1/2'GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.IJ ON Oba. SHEATHING ORCOX PLYWOOD 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 0'-0' FIN. FLR n n .. a e u 4 ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM D1 SCALE. 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4069 TYPE IV, OR ASTM D 6151 rK n SLUM pm am HAO cm mo w 2B GAS LINE THRU BLACK a•.re FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION R805.0 ON j' Oba. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE 11.0. TYP. MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT —I/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR a _ 0'-C' FIN. FLR 8' CMU m n .. a .a 4 W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING N' TWICHC 7 COAT - PORMAIC COMW FLAGIM A1TLflv o11tCTLY TO MAEOMeY REQ COLOR OIAD E em m a1RIcnv"L mm :r I.S. wo ATTACHED TO F" CELL AS FER AF"IWAF1•1wD :T VK REQ a GARAGE DOOR JAMBS D1 SCALE:I1/2'.I'-V' /2X4 SPF 24' OC. MAX. SECURE W/ (2) 1NAILS, • EA. END 2x EILOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J• Oba. 7 STIFFDACK AT ALL UPFUG414 SHEATHING OR I' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER 0. FASTENER SCHEDULE PRE-ENG WD.TRUSS TYP. O.W.MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER ELEVATIONS C414T. 2x RAT RUN SECURED SEE ENERGY DETAILS LVENTED SOFFIT ENERGY CODEFORMS POR� INSULATION R-VALUES PRE-ENIG-C'ABLE TRIM PER ELEVATION WEEP SCREED 5/8. GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER H1 STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4J INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLANO CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY FENCE STRUCTURAL ix2 P.T. FURRING STRIPE • 24' O.C. 1/2* GYP. ILL. BD. i-- WOOD BASE �511-STORY GABLE BLOCK WALL D 1 SCALE. 3/4' •1'-& 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 1 ck q � � 333 z w 0 a g b lauumv. aw Zo'r ABBOTT PARK LOT #5 BLK #15 pitoizc'4181.06-05151 0 MODE; 1406" "DAKOTA" GARAGE SWINO: LEFT PAGE: DETAILS 160 MPH C Tan 2X6 P.T. • CENTER OF DOOR HEADER 6ECUPW WV (V VJ• X S• J•DOLT YV 4•MK E0110114T W( 2' X 2• X VS• WASHER 4 NUT OR UV (2) V2' X S' ANCHOR DOLTS UV 2• X 2' X US' WASHER 4 NIR IN 4 BECWpE 2X4 ON AT TO MRA ® RUV MASONRY NAILS. 2Xi diAltA2d DOORRNCK SEGUED W/ (S1 N' X S' J-DOLT OR ANCHOR ® DOLTS. IlV 4' HK EMBEDMENT, UV 2' X 2' X VS' WASHER 4 NUT. (1) WRHIN S' OP TOP. (W WITHIN S' OF THE DTM. (!)EVENLY SPACED. B 00 NOTES, ALL ANCHORS SHALL Be M ACCORDANCE TO MANVAC711115 'S INSTALLATION INSTRUCTO" WHERE SUCH VJATI T&a AIM aIaS1E STPIR45MT GARAGE DOOR K ATTACHMENT w ,ram 8• GMU V DRYWALL I'X4. OR I'X2' P.T. NAILER IX4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK a IW/ )1(r• TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4 WITHIN W OF EACH END 4 IV O.G. MAX SPACING \'-DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +6/4 WINDOW TO BLACK +3 4 OR + 4 A SCALE, N.T.S. 2X4,m SECURE TO BLOCK W/ i(4' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 IV O.C. MAX SPACING. 2X6,m SECURE TO BL W/2-W6' TAPCONB(MIN. 198AW SIZE 145 MIN. HEAD SIZEDApO MIN, EMBEDMENT IY4) WITHIN 8' OF EACH END 4 8• alu 18' O.C. MAX SPACING. V DRYWALL 2X&, Q I•X4' OR I'X2' P.T. NAILER SECURES TO BLOCK W/2-i(.' CALM (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 7r1T4TAZCW JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MARFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" 11D WITW TO BLOCK +1-1 " U ALE, N.T . 2X4m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SWANK SIZE 146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SEGO BLOCK W/2-%' NON-STRUCTURAL )6. E AIRCO (MIN. SHANK SIZE .148 EMMBEDBEDMENNTT INTO BLOCK MIN. HEAD SIZE 300 • CMU MR EMBEDMENT 1 Y4) • DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX 6PACINCs. 'X4' OR I•X2' P.T. NAILER 2X&, SECURE TO BLOCK W/2-Nl(4'' O.SJ5. X 4' MIN. TAPCONB (MIN. SHANK SIZE .145 POOR CABMG MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) DOOR JAMB TO BLACK +1-16 1p" n -WINDOW TO BLACK +1-16/ 8 \Z/OCALE, N.T . 2X4,m SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8. OF EACH END 4 NOTE. STRUCTURAL 2X 18' OjC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUCsH SECURE TO BLOCK Un-%' NON-STRUCTURAL 3(.' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .141, EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) B• CU"UJ WITHIN 8' OF EACH END 4 K• DRYWALL IV O.C. MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X8� BLOCK W/2-V SEAS CASING STO (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 11,9 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMD JAMB (DO NOT EXCEED Y4 ) DO01 NDOW TAMB n BMOCKK+2z114g" SCALE. N.T.S. 2X4m SEGO BLOCK W/ N 6' (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX BPACMG. M UST BE ON OUTSIDE 4 2)(6m SECURED THROUGH SECURE TO BLOCK W/2-%'NON-STRUCTURAL V TAPCCN MIN. I-Yi (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • q.0 MIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. a 'X4' OR I'X2' P.T. NAILER 2XDm SECURE TO BLOCK U'2-NXr- TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOR 4NM Y NS104D TO1•LIr•.YIr (00 Nor nX.tsDR'1 DOOR JAMB TO BLOCK +3" E ALE, N.T.S. 2X4m SECURE TO BLOCK W/ N)W TAPCONS (MIN. 814AUK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4*) WITHM 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV O.G. MAX SPACING. MUST ISE ON OUTSIDE 4 2x6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL'1(r' TAOCONS(MIK SHANG SIZE TAPCON MR I-Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49k-)ATRTACW WITHIN 8. OF EACH END 4RYWALL m IS' OC MAX SPACING 2XS mSECURE ' OR VX2' P.T. NAILER TO BLOCK WR-i(2X SECURE TO TAPCONS(MM. SWANK SIZEUCTURAL MEMBER14S A2d WITHM 8' OF EACH MIN. HEAD SIZE 300 4 6• TO 8. OG. MAX MIN. EMBEDMENT 1 Y4)CASING WITHM 8' OF EACH END 4OR JAMB OR WINDOW ID' O.G. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3' gm To BLOCK +3" T' SCALE, RTA 2X4m SECURE TO BLOCK W/Y4 TAPCCNS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G MAX SPACM. SECURED THROUGH 2x6,m NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-& TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 400 , CMU MR EMBEDMENT I Y49 DRYWALL WITHM W OF EACH END 4 18' Or -MAX SPACING. OR IX2' P.T. NAILER 2X84mo SECURE TO BLOCK WA-1/4' 36' OAZ. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 MR EMBEDMENT I Y49 6DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. Mo14 4MM Y NmNC TO RYt•.Nr� (00 Nor Srcto s•! DOOR JAMB TO BLACK +3-7/16" G WINDOW TO BLOCK +3-7 16" E, N.T . 2X4s SECURE TO BLOCK W*4' TAPCONS (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHM 8' OF EACH END 4 NOTE, STRUCTURAL 2X VO.C. MAX SPACING. MUST BE ON OUTSIDE 4 Cm SECURED THROUGH SECURE TO BLOCK WA-1/4- SE NON-STRUCTURAL VTAPTAPCON S MIN. 1-Yi (MR SWANK 81ZZ3 .145 MIN. SH EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300_LFMIN. EMBEDMENT 1 Y49 CM WITHIN 8' OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XB4 SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONB OOR CASING (MIN. SHANK SIZE .145 N. H0 MIEAD SIZE 30 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O,C, MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO I-LLIM15 JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" li TO C +3 4" H SCALE, N.T . 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003326 C AAA O a =' CWJ L 3XYBDIV. at LOT: ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 moDEla 1408" "DAKOTA" GARAGE 8VIING: LEFT PAGE: DETAILS %160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2027 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15I16.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.eom AA N: 0003326 I� MOM ae La ABBOTT PARK LOT ##5 BLK ##15 [PROJECT 04181.000-05151 MoDmp 1408" "DAKOTA" GARAGE a1TING: LEFT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C D � 08/13/20 BCA=: 1/4"=1'-0" BIHEET D3 mom� APPROVED BWLDNG WRAP PRIFOR'lED CONTROL .JOINT - FLANGE OF CON7R7L JOINTS Td BE UIIRED TEED TO LATH • V O.C. MAX (VERT.A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES W) MAY M%eE TEMP L O CONTROLLJOBJTTO • DURM6 INSTALLATION --- FASTM*M TO GE SPACED---777 • 1. O.C. MAX VERTICALLY I / kTl4 A COAT CEMENT r WRG LATER 4, PORTIFGEIR / BUILDING PAPER APPROVED METAL LATH FASTENED -1' (VERTJ O.C. MAX AT SUPPORTS UM LAYER 9. STUCCO WRAP WOOD SNEATMMG LATH SMALL NOT M C40NTNLMM r• To rDA ni r• ro r TMRO" CONTROL \ JOINTS BUT SMALL GE STOPPED AND TIED AT EACH SIDE 9 2X4 BLOCKNO PER ASTM CUTS! PLACED PLAT MAX. S' TO V1JOA4 FROM CONTROL JOINT WIEN CONTROL JOINT PALLS ON NOTE, I. PASTERS EFOR LATH TO BE NAILS 0 i STRUCTURAL 61UD STAPLES N CO'PLIANCE W(ASTM CIOSB 2. WIRE TIES TO ME (NO. 15)00415' UARE / D. BLOCKING $MOM MAY BE N ADDITION \ TO WALL STUDS REMMO PER PLAN / OL FOLD MWq r PL A O L TOLD eOAyp r Pr. A �D SMALL GE LAPPED A MN11LJM OF VOW KELP -ADHERING MEMBRANE 0' • VERTICAL LAPS (ROLL P AA"1"r (CGI'PATWLE UV MOUSE SHOW 4 V • HORIZONTAL LAPS. U~ MATERIAL) OVER ALL SEAMS NEED TO EE TAPED LATH VERTICAL LAP TO GE 1' R pMOM EXTap ONTO MP! I <: WTM PO UMM SIEATMNG TAPE OR LESS PIPE / \ PENETRATION I• MM, LAP . MTAL LATH \ \ tx x x x — — — — CUT AND -AD aRM M MBR NE OF METAL LATH �"P� 17 RA6I41145 STEP 01 WIS LATER st I PLMCK3 COAT CEMENT Snlcco uTRAPTE Y METAL LATH =U"ER 4, PORTRIDER / I OM LAYER -2. POIRIFIBER WILD. PAPER � NUILDRNG PAPER UPS LAYER 1, STUCCO WRAP WOOD SHEATHING STRAPS, FASTENERS, STAPLES) TLE�• REBUKED TO SECURE �•I PPE( WIM TO FRAMING I. MN LAT LAP. 4. CAR � p ALL LAP 2 SCALE, IIR'.r-LAP Q KICKOUT DETAIL O L R. r. A wHleD . ( a) L R1LD NY40 . Pr.. A `J z aRNAw r Pr. a 7. eNAAR . Pc S L aOAM.R.0 A CLAM . R. (: A. FOLDR. CrR. roum O TLL Pr. C llap ® .oTroTI R.A70 R. It aOROM rLANNI eMme Tog MAL TOLD. NNE sotcm. j' T14ICK 3 COAT CEMENT PLASTER MOIAMRA [41' 7 COAT Cln Nr PL VWs (Oeu W® LAYER 7, FORTIPIGER IMI LDING PAPER (Pmm aLT) UM LAYER t S741CC0 WRAP(RwE ON.YI LAP LAYM OF SULCM RMP OAK NALNE R.4" STOP SINS MLn I w t on cm � I a euu R.ARN.1a y IOOLSIrr R.Ads" (SQ OVAL) \ "'iLLSrnK;x aRoeP. nraererlpxi CRP m . OVMLAP 11, RXIIIIG VP INLOS EIIIATHM ItaLMYGW.Y PANM 4' Ca KAX NOTE, SIDE LAPS OF METAL PLASTER GASES SMALL BE MCURW TO FRAMING MI@MDERS. THEY SMALL Be TIED BETREE•I SUPPORTS VAT" 0D41S-SL (121-MM) WRE AT INTERVAL& NOT MORE THAN S' (22S-MM). AS PER ASTM CW65 IA.L FOR REPAIR OF TEARS IN OM LAYER, TEARS MAY GE PATCHED U440 SE WRAP TAPE PER MAMP SPE4 OR PEEL A STICK WOOD STUDS SFEATHMG - BUILDING PAPER s-m L,Y STUCCO}' •I HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING: OR CMU WR5 LAYER RI, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), V2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER Ne�uxnuel I wda S'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. G. 4. OVERLAP ONE SIDE OF 4111101145 M'EMGRAlE WI® LATER 9. POWFOM BUULDNG ROPER METAL LATM E'xr' eELP-ADHOW4 MBMBRAN! R.AMMNG OVER 4'x4' ~ SELF-ADMERNG MEMBRANE FLASMNG OVER APPROVED Noun URAP. R-Aa14Nfi TO 04TEND ONTO PIPE W CONT. DEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR SPILTIVATION BARRIER OVER ELASTCM M COATING OVER STUCCO( C.V. PI Ib4 (SEE TYP WALL SECTION) SECTION PER SECTION 111703.7 9eeEe P."m Cv .mM pese shell mpy with ft application mgrurwnerNs of ASTM C 92&12A. Inatallatbn of exterbr lathing"tiamN,g shell campy VAth ASTM C 106&12A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDINGa PAPER) METAL LATH x—x—x—x STUCCO. . SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.-I.l / ASTM C-841-0% MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 Ni RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 1 8R8 8 � I M x 10 ounDIV Aa LOT: ABBOTT PARK LOT #5 BLK #15 PIROJL'CT* 04181.000-05151 1[ODS"t 1408" "DAKOTA" CAP-01,03C swiNO: LEFT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TES: 08/13/20 SCALS: 1/4"=1'-0" SHEET WA1 F� : 4 8-- •r7 BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE PLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEry jyH= OF FLASHING TO BE, 1. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NCN-MOVABLE FRAME AND STUCCO ON ALL SIDDESA' CAULKING • JOINT ALL AROUN PER SECTION R703.7 Bdeft IS t*W and pWleflrlp Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER 9, STUCCO wQAP Hoa>eD VENT 3 COAT CEMENT PLTWIIM ASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE — PLASHING (INSTALL PER MANUP. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING INI APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER @I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION GUT SUCH AN NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAf EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRS LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIPMER BUILDING PAPER METAL LATH O WOOD STRUCTURAL • V OL, MAX KTO )�' MID.WdI_L WEEP SCREED ADHESIVE PLASHING, CLEAN MASONRY BEFORE APPLYING v FMISH • 19A8ONRT (toHORIZONTAL WEEP SCREED FRAME TO BLOCK S' WRB LAYER @I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING x MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED URB LAYER $I STEP #1 STEP #2 LAYER 9, STU STUCCO WRAP APPLY 'm MIN - CaRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® (MEMBRANE FLASHING �- WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATM OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 J Y o rT $VBDIV ac LOT ABBOTT PARK LOT #5 BLK #15 PROJECT* 04181.000-05151 MODEP 1408" "DAKOTA" GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Dw 08/13/20 9CAL.E: 1/4"=1'— 0" EiHEET WA2 LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 1 T -ADHESI L 22 1/2 " LL COMER BEAD (FASTENER 4 SPACINCs w l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 RICORNER BEAD � BLOCK 1441 N. RONALD REAGAN 8U/D LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 Y qL J 0 x aunDIV. as IAT: ABBOTT PARK LOT #5 BLK #15 PROJECT* 04181.000-05151 u "'11 1408" "DAKOTA" GARAGE HNING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 'AUG aw� 08/13/20 sCA*-m 1/4"=1'-0" SKEET Vd A3 LEGEND DRAINAGE PLANE (LUR5 LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — . . — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOMTRIOTION mycw ue>W ewEATwna IryeBaroTlvE DIWER LLEAMR REDlBT" 4 \ \ MARtlER 4 .1 \ PRt' FLAeM�'iPidi'm < � eaaeHER WO 6TIVE � \� \\ WEATHMEll PM IST IVE aTARRR GT" \��. -. 6N.�� MERMG I "LVV MTAL GALV'D METAL T RA8NM6 •r rLAORMG 1 • X Tw" r6�'lMGE� R ` CAGNQ Tip / t'/OR X6CAP Wr,4ULKNG A PRRO'A SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-774.4078 www.abdeslgngroup.com AA A: 0003326 14 K� a rAlB U8DM As LOT*BOTT PARK LOT #5 BLK #15 PROJECT* 04181.000-051 1 1 ""1 1408" "DAKOTA" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DRINT ATW. 08/13/20 SCALE: 1/4"=1'-0" 8HEET WA4 FMISH 0 wom, ` ---------------------------------- +- /- - - -- - - -: - 2x6 SUB-BANb FMISH ChIUD W/1'x4' NOTCH . METAL LATH r - --- - - END, WRAPPED IN / PEEL 4 STICK METAL FASCIA WRAP ORWOt�SHEATHING I' DRIP EDGE �\ S�TUCCLO WRRAP(PRAME oKLY) I ( — WRD LAYER 4, FORTIFIBER 1/8' TEXTURED I \ \\ --- - WILDMG PAPER (FRAME ONLY) 1 �\ FINISH im WOOD I axb 8uD eAnrp- �� CEMENT 1/2' TEXTURED \ \ d a FINISH a CMU i \ DRIP EDGE \ \\ METAL FASCIA \\ WRAP Vs' FROM \ /� * Op L A E5 ""—METAL KICK our I- I `t \\ STUCCO, I' FROM \ - ------ ------ ' a WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ `\ \\ NOTE: NOTCH FOR 2Xro \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ \� \ ROOF DECK (BEYOND) `\ DRIP EDGE, IOFF WALL Z NOT INTO STUCCO) "'ram ®ELEVATION ®PL )AN A TEXTURED FINISH a i WOOD, 1/2' TEXTURED / FINISH * CMU -2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'- V' SCABBED TO TRUSS W/126 NAILS b'-S' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL O) WALL SUB BAND DETAIL ® WALL W /KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL t 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 W/I4'x4' NOTCH a END, WRAPPED IN PEEL ! STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD, LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 8 � BVHDiv. 1e I.OT ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 MODEP 1408" "DAKOTA" GARAGE 8VnNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C D TM 08/13/20 SCALE: 1/4"=l'-0" SHEET WA6 33'-10" *31/2" 20 4" w I 4" CONIC.zo m CONC. p ¢ SLAB wl SLAB 3 r- I- SLAB m 1.1 f — — — — — — — — — — — — — — — — FM-12X18 — —sue'.-- , 9'-0' 6'-0" 6'-0" 11'4" I D' TOP OF o SLAB z I 7 U 4"PVC CHASE - O I 'a ILL N I 11'-3" L26'-9" 1 I 1.1 I I I. 1.1 EXTEND SLAB 1 1/2" L---- _TE'2__ r i 8 1" 2 8" N 95" I • I ,�,•5 1/2 I 5 3 5" m i . 12 I N w r"s °BIf ° W, I J � I 312 1 EXTEND 1.1 SLAB 111/2" I *71/2 4 � 4 FMC- 5.3'4" 5•2X18 &IFMC- 1.1 FM-12X18 1.1 12X18 L _ _ FM-12X18 _ J — — — T--urrrrn= En FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE--9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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. 11.01NDICATED #5 BAR, MINDICATES #6 BARANDICATES #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 A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2" 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 TE-1 8.. SEE PLAN 8" (1) #5'. (+)01-0" TE-2 12" SEE PLAN 8" (2) #5'e FMA208 12" CONTINUOUS 1&' - (2)#5'a FMC-12x18 12" CONTINUOUS 18" - (2) #5's VARIES F2-24x24 24" 24" 12" (2)#5's (2)#51 " 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdosigngroup.com AA #: 0003325 a h g K E q64 >lUHDIV. to XOTCl ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 MODEA.: 1408" "DAKOTA" GARAGE I,III►ING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING Zt. • .. .. .. .° •P Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED _ — - • .., CELL SEE PLAN FOR SIZE AND ¢ a CELL SEE PLAN FOR SIZE AND ��.°> " - SPACING REQUIREMENTS SPACING REQUIREMENTS c— -`"..,".• GARAGE DOOR W U w .. I.Iv. w RECESS U IL IL y 6`I��_.. FM- g W 8' 0= Z 8"CMU WALL O 8" CMU WALL I I ° I CORNER BARS, SAME SIZE AS LARGER BAR w O `oy o °'• Z +- 0'-0" I IN FOUNDATION WITH 30" LEG EACH "'III W U +- 0• .. TOP Ora ~� -a ,JI WAY AT ALL CHANGES IN DIRECTIONS I .. "I SO THAT THE STEEL REINF. IS CONTINUOUS y TOP OF SLAB ... • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • • as EXT. PORCH SLAB W/ i/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) 18" - EXT. PORCH SLAB - VARIES � SEE SLAB SCHEDULE TOP OF GARAG CHAMFER i - I+I e ,ILL ° v, CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Zip. AT ELEV: ,, JOINT (WHERE • • 6" CHAMFER (2-STORY) #4 24 W/ 1/2" ISOLATION -CHAMFER (I -STORY) I -g(2-STORY) .: APPLICABLE) Z SEE SCHEDULE #5 3(r JOINT (WHERE APPLICABLE) z nSCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE xD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AR QUANTITY NUMBEROF BARS (io, 2 TO 3, PROVIDE 2 BARS), LIND #T 42" EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0 � 2 @GARAGE SCALE:34"=1'-0 CORNER BARS DETAIL OPENING SCALE: 3/4"=1'-0" Op�SCALE: 3J4"=1'-0' LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" ---may AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL WI PLAN W ij I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 0 a NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED Wl2- PART K SPACING. SINGLE BTM, PLATE 1/2"WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. 2" CAPPED o_ EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE & O OLLLL OW ALL MANF. FOLLOW PLATE EPDXY S12" EMBED. MIN.0 IS'OC SLAB W/tOd MASONRY WIFLANGE ®BASE = K SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX NAIL 16" O/C STAGGERED. ADDITIONAL METAL N I USE AND BTM AND TOP PLATE CONNECTORS NOT 4 M F- PREPARATION OF (D ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL REQUIRED WHEN NO HOLE. N W W UPLIFT IS PRESENT, SECURE FLANGE TO SLAB W/(4)1/4" X 2114" Lu Ix p 3" SEE SLAB SCHEDULE K 0= SEE SLAB SCHEDULE TAPCONS Q QQQO TOP OF SLAB TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER(2STORY) =AND ULE EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE ADDING BAR TONTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL %ANTERIOR CURB FOUNDATION WOOD WALL 5 6 T SCALE: 3/4"=1'-0" (W� UPLIFT) V SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 4 '� PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO a BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB WI10d MASONRY NAIL ul 16" O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO 0_ N O 8" CMU WALL UPLIFT IS PRESENT. M Z TOP OF SLAB SEE SLAB SCHEDULE .I° SEE SLAB SCHEDULE 0 2 Z OF SLAB 4CENTERED "ISOLATED" COLUMN PAD a •- UNDER WALL AND SiiLLi�•••�� • POURED MONOLITHICALLY WITH T' FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE s FOR WA, BAR SIZE FOR WxD, BAR SIZE AND BARRQUANTITY AND BAR QUANTITY L COMBINED EXTERIOR MONO- ��INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 -- 9CALE: 3/4"=111, (NO UPLIFT) SCALE: 3/4"=l'-0 1441 N. RONALD REAGAN Bl LONGWOOD,FL32150 PH: 407-7746078 FAX 407-774-4078 www.abdealgngroup.com L AA #: 0003325 SLJHDIV & LOT: ABBOTT PARK LOT #5 BLK #15 lipitoiliccTip 04181.000-05151 MODEP 1408" "DAKOTA" GARAGE 8WUM: LEFT PAGE: DETAILS 160 MPH EXP. C 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdedgngmup.00m l AA M 0003325 C >smm UBDIV. ae LOT: 14 ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000- 05151 'DE 1408" "DAKOTA" GARAGE BWUWG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" >smm UBDIV. ae LOT: 14 ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000- 05151 'DE 1408" "DAKOTA" GARAGE BWUWG: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. — a Z iv • I as • 0 CLEAN OUT REQUIRED Q FOR INSPECTION n] - I TIE- /ERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK BAR SIZE 48 BAR DIA. z w #3 18" >O #4 24' U #5 39 #6 36" #7 4r HORIZONTALNERTICAL REINFORCING SCALE: 314"=V-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT(WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z s: o> U oN �'Z o. /f TOP OF SLAB ° SEE SLAB SCHEDULE Z W ° BAR SIZE 48 BAR DIA. 4" CHAMFER(1 STORY) 18, �O • ° II. CHAMFER (2STORY) #4 24" 4 Z MATCH STEEL #5 30" 2 REINFORCEMENT 06 PER SCHEDULE 38 6" PVC CHASE THRU FOOTING #7 ar• MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 31-1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL #5 BARS �I CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA N: 0003325 Y�s E C avaaiv ae L/oT: ABBOTT PARK LOT ##5 BLK ##15 PROJECT* 04181.000-05151 1 "'1 1408" "DAKOTA" GARAGE S1/I90: LEFT PAGE: DETAILS 160 MPH F.V. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 P8S36, .177"' x 2 7l8" 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OMMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. = TOP OF ARCH / T,O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Ps0 IZE ZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8.8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT *--*— SAFELOAD011101-4— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE SUB 4W4e a'+%44 4►ts4S aka Y444e 4P1s4s eFa4e TYPEI TYPE —T ertatt -- amtt 4/84tt aae-IT eF IT LENGTH T4" (42-) PRECAST 2231 4'-0" (4S") PRECAST Im 4'4' (54") PRECAST 15119 64' 6649 PRECAST 1217 6•110' (TV) PRECAST 1002 r4' (7e7 PRECAST we T4" SXTI PRECAST 743 84 (112') PRECAST 664 1r4 (12r) PRECAST 475 11'4 (13r) PRECAST 382 I" (U4') PRECAST 327 1T4 (10(r) PRECAST 2w 14=r (10B') PRECAST 279 104' (17r) PRESTRIENED N.R. 164 (184' PRESTRISMBED N.R. 1T4 C40e9 PRESTRESSED MR 184 On PRESTRESSED RR 21'W (26r) PRESTRESSED N.R. 22'-0' (W4") PRESTRESSED N.R. 24'-0' PRE9TTiE88ED Om00�00' 'O�mOmO 000000m 0�00000 mo�i��oo� O��Om�O 0®�m00m �movo mm000mo O�iCE00m�:7 ommoo oomo©oo ommoo�!�r_ oommomo ©omommv ®�mOm�E ©"0K=X®0 00�0®m0 Mm©MEM©EM OEM (2�) NAL 12s m— 44C 441 4M t0Y1 1a1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION • ALL PRECAST PRODUCTS ARE TO BE IN8'TALIED PERMANUFACTURES SPECIFICATIONS T4' (42") PRECAST 1025 1024 1598 3-4' (427 PRECAST V4' (4r) PRECAST 706 763 1309 4'4' (4r) PRECAST 4'4' (54') PRECAST 562 591 1073 44 (54') PRECAST 64 (64-) PRECAST 41l 411 746 64 (649 PRECAST 6-Ir (ro9 PRECAST 340 339 610 6-110' ('Po') PRECAST r4' (7r) PRECAST OUT 721 490 64' (fr) PRECAST T4' On PRECAST 424 534 303 T4' M PRECAST Y4' (112') PRECAST 826 512 230 84 (1121 PRECAST lIr4' (12r) PRECAST 284 401 180 1" (12r) PRECAST 11'.4' (13r) PRECAST 260 452 154 114' (13r) PRECAST 14'4' (144') PRECAST 244 402 137 Ir4' (14/') PRECAST 1T4 (16r) PRECAST 217 324 110 13-4- (1Sn PRECAST W-V (ISBN PRECAST 2D6 203 j 100 14'4' (10" PRECAST 194' (ITS) PRESTRESSED NR 264 91 14'4' (170n PRESTRESSED 164 (18P) PREBTRE w N.R 259 63 164 (184.) PRESTRESSED 1T4 On PROD NR 194 64 lr4 Wn PRESTREB® 184 Mr PRESTASSM NA 148 52 184 Ce32') t4)6871 21'W (266') PRESTRESSED N.R. 126 42 21-W On PRE 22'4" QM') PFiBT D N.R. 116 40 22'4' (2841 P W-W PnPRENTRESSIED NR 1 91 33 2C4' Pr) PRESTRESS® (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED A80VE - PROVIDE MINMWM 4OF BBARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE* 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-O" i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 4 C > UNIDiV & L0151 ABBOTT PARK LOT #5 BILK #15 PROJECT 04181.00 -05151 MODE.: 1408" "DAKOTA" GARAGE :9VRNG: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH ft C a M 08/13/20 SCALM 1/4"=1'-0" BREET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1V' HOOK- 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. F - FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL, 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. ` WIDTH /� # OF #5'S, IN 2ND BOND BEAM COURSE 16-1 T/1 M/ B Q NOMINAL —�� HEIGHT 9 # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1T/iWOB INDICATES A DOUBLE BOND BEAM # OF #SS, BOTTOM AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- lT/iM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- iTNM/06 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST' 3114" WINDOW Z �' SILL g a SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=V-0" TYR x8" BOND �1#5 BOND BEAM 1#5 TYR 8"x16" BONDBEAM 1#5 BX16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .M. SONDBEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L.2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -r' BEAM DESIGNATION OR rf 8x8 PRE -CAST CONCRETE G SCALE: LINTEL, W/0 STEEL (Li)REFER TO PLAN FOR LOCATIONS rno . PRECAST HEADER(MIN) (MIN 2 3)1 TAPCON OR DRIVE PIN (MIN SHANK SHANK SIZE. MIN MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1l4")8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER BILK. EA. END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" li N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-7746078 FAX 407.774.4076 www.abdosipgroup.com AA #: 0003325 Z 4n i{1 a Z aUDDIV as rJoT: ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 MODMA, 1408" "DAKOTA" OARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1Y1" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 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 P8S36, .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. d d d 0 w w 0 w 0 0 w � w w 0 w' v d FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77445078 FAX 407-774-4078 www.abdoWgngroup.com AA #-. 0003325 J a 64 N � ups aUBDIV. & LOT: ABBOTT PARK LOT #5 BLK #15 Pfto"=T# 04181.000-05151 MODEA,a 1408" 'OD A OTA" GARAGE OWING: LEFT PAGE: FRAMING PLAN 160 MPH W. C -(1) SIMPSON HETA16 TRUSS ANCHOR WITH (B) 1 Od x 1 I'NAILS TO TRUSS 42) SIMPSON HETA76 TRUSS ANCHOR WITH (12) 16d x 1 J" NAILS TO TRUSS OBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J" NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOFIWALUFLOOR SHEATHING HTSM20 W/14)1/TO TRUSS AND HORS" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x X-0" MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO BLOCK WALL )11010d TO TRUSS AND HORS" x 2 1/4 ACCOMMODATE TRUSS " TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES Q 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, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ -0 GIRDER CONNECTOR(S) 6'-0" MAX (W/1X4) 1. OR 10'4" MAX (W/2X4) 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES tx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD �+ �L INTERSECTION TYP. BTM" CHORD BRACING 6 SCALE: 3/4"=1'-0" DEPTH 1/4"D —HOLE EDGE -5/8" —HOLE DIAMETER < 2/5"0 SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS LIMITS O SCALE: 1 1/2"=1'-0" EDGE >5/8" HOLE DIAMETER < 315"0 OBL. STUD TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-9' 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 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 H1 OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com L AA #: 0003325 Z 44 llii 0 Ovzialy ae LOT: ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 MODW, 1408" "DAKOTA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH IV, C Dmarr AT : 08/13/20 OCALE: 1/4"=1'-0" OItEET S3.1A PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 11. DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH�li, STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2X8 P.T, PLATE W/ 12d's W O.C. MAX CONC. POURED LINTEL COURSE CONT. 20 SECURED WI (2)10d's C EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL327W PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA 0: 0003325 i� g�g ■ I I LJ 14 $VHDIV. AO LOT: ABBOTT PARK LOT #5 BLK #15 PIIOJECTp 04181.000-05151 ] "'1 1408" "DAKOTA" GARAGE 8WWG: LEFT PAGffi: DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA. 4'-P' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 30'-0' (1) "X" BRACE 30''V TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X' BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ IOd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS (DW/ HIP RETURN SCALE:3/4"=1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN 8LVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngfoup.com AA N: 0003325 I I L J �a eUBDiv de LOT: ABBOTT PARK LOT #5 BLK #15 PROJECT# 04181.000-05151 ago "*11 408" "DAKOTA" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C DATE: 08/13/20 SCAM 1/4"=1'-0" BFIEET S3.1C L A --END `* ROOF WIND DESIGN PRESSURES NET ZON PROSS) =18.. PSF (28.52) ZONE 2 = 3273 PSF (42.73) ZONE 3 = 6114 PSF (66.14) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE ,DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Bd GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2'• 0.120" 170,000 AIRT— ((16-20 RINGS SCREW SHANK PER INCH) Bd SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SWATHING USE 1/2" COX OR 7116" O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES e Q aJ_ ZW Z C7 = C- pW Z9 w Y 2 Z 3 O Q 0 to Co I: AJ cl CO JJ Z • Y j Q W LLI a 07 y U W Y Z L'i (O _ L) = U 402 O z E W iD Z a� a. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHFATHING IF ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS j� 6" O.C. IN FIELD TYP. EXT. SHEA*INGA A H (.. . TO BE STRUCTURAL GRADE C6d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or Bd .2 112" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.ti,.jN FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE SIC 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 70 EARTFIORWEATHFR 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 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SlA&SONGROUND WHERE BDCATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS SEAMS TAPPED B INCHES AND SEALED WITHRRI ADHESIVE TAPE. ELASTICITY =1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). MOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP 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, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 81h 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 N2. 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 ERECTIONTHIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WELDED WIRE MESH, $HALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFLO TRUSS DESIGNS FORCE SIGNED AND E O SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP N E P DRAWINGS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES $HALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE, AND RUST AND PLACED 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 TPIA4, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPI/WTCA BCSI i" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pSf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pBf TOP CHORD —Concurrent REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 26" 06 BAR - 38" WOOD TRUSSES. 10 pet BTM CHORD -norK rIcu rent 95 BAR - 30" #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM RESAR, SEE DETAILS LOCATIONS WITH GUSSETS, ORICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16 pM TOP CHORD 20 pa} TOP CHORD (7 petty/ ASPHALT SHINGLES) No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, STRAPS SHALL BE INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS. 10 5 P BTM CHORD 5 psi BT BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADHURRICANE TO RESIST WIND UPLIFT: 10psT MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=17) 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 (NICE 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 BIT BLEFBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tope} UNINHABITABLE ATTIC WITH LIMBED 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 AND DECKS:: 40p0psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENNTS:TS: 60ps1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLEOGARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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" (ACI 530/ASCE S/TMS 402. BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BV 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 SE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fYn =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED 70 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 COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION 70 CONSOLIDATE GROUT, FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 W, FOOTING TYPE W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SU"RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PWCEMENT, CONCRETE SLUMP SWILL NOT EXCEED S M-PRIOR TO THE AMMON OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOU REMENTS OF AG 3D1 AND ASTM C44OR MEASURING, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN vATER Is ADDED TO THE MIX WTRL IT IS DEPOSITED IN ITS FINAL POSITION $WALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. A $'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATION$): B. FOR CONCRETE EXPOSED TO EARTH ANDCR WEATHER 1-1t2' FOR75AND SMALLER T FOR NB AND LARGER C. FOR CONCRETE NOT E%POSED TO WEATHER 3/4' FOR SLABS, WAILS AND JOISTS 1 -1/1" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 91H EOI:ION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 kst FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 kSL STRUCTURAL PIPE SHALL BE AS7M53, GRADE B, TYPE E OR S, Fy = 35 kSl. 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 A325-N 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. J430LTS ARE TO BE STEEL, FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATXMI SIZE TYPE SPACING REMARKS APPLICATKN S. TYPE SPACING REMARKS 14PT FURRNGTO MASONRYICONC. LASE HAROENEDC00. NAILI IYPLONC. SOD GARAGE DOOR BUCK TO MABO _CC_. 1I1"Oa. ND WASHER TAPCON MASONRY FASTENER S 0/C 1fYl'EMBED., 1"END GIST., 11/P EDGE GIST. SOD, AL. EXT. DOORS C0.5E HARDENED CO. TOIC WINOCWIDOORIFASTENED GARAGE CODA BUCK +m Da.wl E%PANSION BOLT TI"qC IEMBE6, 1"END OLRT., . PT. SEE NOTES NAIL LONG. STAGGERED INTO MADONRYXX]NC. TO MASONRYICONC. WASHER YEDOE DIST. wlrwow SUCK cA3E HARDENED CO& Yo'C wNOowiDoow FASTENED —STRAPTO CONTACT THIS ENGINEER FOR SPACING SEE NOTES NAILI—LONG. STAGGERED INTO MASONMICONC. Aa3ONRY,_C, REQUIREMENTS EXT. __DOOR 13)G'1— •rAMgf I1 EANM:D.CEND. Np!-BEMING WOOD 11 E%PANSKXI 1-EMBEO.r END BUCK L Pi. SEE NOTE B NO WASHER FASTNER IS' NC 019T..1 tY! EDGE OAST. LL TO GONC.9LAB W/WASHER ELT tr PC .IT, J` EDGE GIST. 4.Pr WWOOW BUCK 0.135•PAF KY I/P VOIL YENO. DEIT., I1? Pi T09NCTE. L..9EE W/WASHER STAGGERED EDGEOER. More a 1TAP STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x 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: 407-774-4078 wwwabdesigngroup.00m AA #: 0003325 I oo U BB(9 C SLJSDm As LOT: ABBOTT PARK LOT #5 BLK #15 P10JECT# 04181.000-05151 MODMP 1408" "DAKOTA" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C