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HomeMy WebLinkAbout38370 Sonnet Landing Avel J 1499-4EWB-FREEPORT99 C, HOMES $ " 40 12602 TELECOM MRIVE, TAMPA, FL 33637 Q Tel: (813) 740-9720 Fax: (813) 740-9715 ' STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -MMM BURDW �, ,, =MON (BORO) -AIL L M � STATR CDDES ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS RNAATE M A MEDICINE r ALT. ADJUSTABLE DATE DESCRIPTION 06/1ViS ADDED LED LKdlTB 0 KITCHEN 1 BATHROOMS ARCHITECTURAL SHEET DESCRIPTION 06RUI9 ADDED SJIIO PATIO OPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: 813 740-9715 -OCCUPANCY - RESIDENTIAL. GROUP R3 'CONSTRUCTION TYPE - VB M. INTERIOR FINISH - CLASS B -BASIC ImaD SPEED - Vult=160 NPH Vasd=124 MPH :EXPOSURE -EXPOSURE — C RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL STATE CODES . BD CL CAB. cI,G. CLR cow CPT. C.T D. DER.. D.O. DIA. DIM. AMPERAGF B CENTERLINEMID. CABINET CEILING CLEAR CONCRETE CARPET CERAMICTB.E DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION MIN. MTL, N.Ts. O.c. PL PP. PH. PLT. PLYWD. PR P.T. R. MUM METAL THRESHOLD METAL METAL NOT TOSCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIRAND PRESSURE TREATED RISER PG Cl-COVER SHEET PG GN— GENERAL NOTES PG AI -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN OVISAS ADDED $TOHE OPTION 08R2A9 REVISED DOORS AT LA ICRY CLOSET FifDOI I Cl) 2' 0' TO I7) 2'-4' ®8,42AB REVISED DOOR AT OSNER'S awx-N CLOSET FROM Y-S' TO 21-6, Ouq�O REPLACE � ��� uAiN Sr1P80N CONECTORB OMORO ADM OPT REAR ACLOCATION OMS ADDED LED IN Oft" BATH 0VOV21 MO FBC WDATE DISP. DISPOSAL RAD. DP. DEEP RA.G. DR DOOR REF. D.S. DOWNSPOUT RM Dw: DETAIL HWAST�R SC EA. EACH S.D. ELEV. ELEVATION s.H. FQ. EQUAL SHT. FIGL EXHAUST SHTHG. EXT. EXTERIOR SHWR F.G.Fx. FIXEDGLASSSim F.G. FUEL GAS SL. PIN FLOOR s D L FLUOR FLUORESCENT SWS FP DR. FRENCH DOOR FTU. FOOTING TEMP. GA. GAUGE THE. GAR DISP. GARBAGE DISPOSAL T.O.C. O.F.I. OTERRUPAULTCRCUT T.O.P. INTERRUPTER T.O.S. GL. GLASS TYPU.N. GYP. �. GYPSUM HOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR HEADER W. HOT. OR HT HEIGHT W/ INSUL. INSULATION WD. TIT. INTERIOR WDW. W/H W.I. RADIUS RETURNAIRGRBL REFRIGERATOR ROOM ROUGH OPENING �NTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING sTroBvGRGD ss SHEAR WALL SECTION TEMPEREDGIASS THICK TOP OF CURB TOP OF PLATE TOPOF SLAB TYPICAL UNLESS NOT® OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON 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 WA6-WALL ASSEMBLY DETAILS ' STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 ( SQ.FT. CALL. S L1V1,4W BFT. NG OG. GARAGE 3m ea ENTRT 11 SCE. FT TOTAL I,ayd® �, FT. BRIO PATIO e® sa FT. STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SIAA-DETAILS J PG S1.2-DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AIL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG SI.2A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETADdNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S2.2A-SAFE LOAD TABLES / INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN CLARIFICATION. PG S3.lA-DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG S3.1B-DETAILS MANNER. AB DESIGN GROUP TAKES NO PG SNI-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION HASED ON THE DRAWING SET. ,1 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngroup.coIn AA N: 0003325 C t t. 0 stmDIV. & LOT: ABBOTT PARK LOT ##7 BLK ##11 PROJI4CT 0418LOM-07111 MGDICU 4EWB "1499-FREEPORT" GARAGIE SYCENG: LEFT PAGIM COVER SHEET N.160 MPH EXP. C 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 TTH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 811TE 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS i. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN hINCH GYPSUM BOARD OR EQUVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHILL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLI ING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EKrERIOR WALL COVEMM 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, 112" 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-Cl063-19a & ASTMCl787. 3. LATH & ACCESORIES PER ASTM-C-I063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - IL'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 CERJNOS 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 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB 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 W"rrs i. 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) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA A: 0003328 aUDDItV. Be L071 ABBOTT PARK LOT #7 BLK #11 PItOJSCT* 04181.000-07111 HODzu 4EWB "1499-FREEPORT" QAITtA0Z OWING: LEFT PAC;Z: GENERAL NOTES 160 MPH EXP C 12'x24' FYF'ON BRACKET OR EQUIVALENT b' RAISED BAND 8'-0' BRCS. NCsT. - OPT. COAC14 LIGHT �o BLDG. HGT. 12 -i�-I III llIIIm FRONT II 5 SHMGLE ROOF 4' RAISED BAND 18'x63' DECO. SHUTTER I� I o0'-0' FIN. FLR 8'-0' BRG. HGT. I' �I I II 0'-0' FIN. FLR.io - l� OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE T REAR ELEVATION &CALM 1/4 R I'-0' TEXTURED FINISH 8'-0' BRG. HGT.,o o 8'-0' BRG. HGT. II 0'-0' FIN. FLR I I 0'-C' FIN. FLR LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0• ERG. HGT. —_-- 8'-O' 1511W . W.T. II 0'-0' FIN. RIGHT ELEVATION SCALM 1/4 R I'-0' TEXTURED FINISH AREAWATFIC - 20E06OFT. NETFRUVDMIATIONARMREQWREO Vm REQWRED VENTIAFION AREA = 2D3Il" = 6M VWXAIION AREA R SM MOO PER Ff. 114q • M4 SQ. IN. 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-174407E www.abdosigngmup.com AA S: D003325 J Im III, a SVHD— m""" ABBOTT PARK LOT #7 BLK #11 P1tOJECT# 04181.000-07111 MODELA 4EWB "1499—FREEPORTF' GARAGE 8WING: LEFT PAGE: ELEVATIONS LRF A" 16CO MPH FJACJ Z NO 93 F—PDAB.• O1/1B- SCALE: 1/4"=1'-0" asEET A2A ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES -0 GOV OUTLET 30 AMP GINKA POLE IIOV OUTLET INV OUTLET 10 M ORLST UPW TO OWTOH GPI IIOV OUTLET EF IOEIE�RR rTMpaR ISNDiAIr TTF02 220V OUTLET (uU OCNKTION .-@q —1 GR SW WATEIpROCP CUTLET GROUND FAULT a4tER2UPTER SUTCH SYITCH !-WAY OPER DUTCH 4-WAY OPER DULL rlOUNTSD V LIGHT CELNG LIGHT © LED CLAM LIGHT LED VAPOR ©vP PROOF LIGHT O VP VAPOR FROM LIGwr ORISC mw OMN eMDR. PAN I CIR'I FER as Fr. VIIMNT.PWIT" ICPHPERSOLPT. V PD(IIIE (aPSUL 10D EY ® N AOIpaD a1aAP R !.GILD Y4aM �� (SURI%ACE NMJ )• 2' R.UOI!aCOR 4' PLUOPMOCOW Q Pa--n--o—e-a 80 C N TRACK LIGHT PANEL METER 06.0. 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COACH LIGHT SWITCH CABINET KITCHE CLG FAN J BDRM.9 m" D. ilDRM.Ala I P'RE-WIRED CLG FAN ELECTRICAL PLAN SCALE% 1/4' a I'-m' W P Panel MAIN -A PANEL: 8116 wP CA breaker VOLTAGE: 120124O V -1 Ph MIUN: 150 Amp M.C.S FEEDER: 341 Cu TFVVN 8 1-a6 Cu (G) in 1 12" C. OR 3.8210 AL THWN 8 1-98 Cu (G) in 1 12" C. Wan Pe I Osesipa- w.Ge CI —A, 0-01 wm Dea"Pon Oa Pae Wan 012 1elm .eGFabTUG tmq 1 2 Speee Rig 2 m Merlon Puna /m0 3 4 Spew 5 s 5304 NC C.U: 1 35 2 01 sp.w ] a PANEL - A PANEL: 42 crt breaker VOLTAGE: 1201240 V -IPh WAIN: 160 Amp M.L.O. FEEDER: 341 Cu THWN 81- 06 Cu (G) in 1 1/2" C. OR 34210 AL TFM/N 81-6 Cu (G) in 1 12" C. Peel Sw 0.aeN cirelt grail Wert Wood alai alp P.I. VA. 1 2/J Smll AppSnws 1 2 "M Ranps w 2 a 1 m Mlra.♦a I tioae OFI 3 4 1 20 Sella Appllrc. a 0 45M waterHasler 25 2 N10 1 20 Reid er T a I 1 20 Owra Reeygdes AFq Em p tG 1mG De GFI 20 1 M2 1 20 alhGFIRaespbaes 11 12 Imp O.h4aehr OFl 20 1 012 1 2 Fo f Hl l Bad. R2& MY Beth P2 AFq13 14 5mD Oyer GFI 30 2 Mo 1 15 tAh Roan, Laval U s AFq 15 15 1 15 Kaahen, Petry, a OrkV Ught. AFCI 17 1s low WSAer GFI m 1 M2 M4 1 1 15 ISDa CIO AFCI POD I is 20 I low jGereg.OoolOp.erGFl 20 1 R12 M2 1 20 f BM 44I Ors AFq 12m 21 22 12m 13mral / B Lmfr tt. a Reoepaaoaes AFCI m 1 012 A 24 am BaGoeel 1 AFCI 15 1 M4 Spec 2•-+ 1 26 am Sell, i AFCI 15 1 014 Spew 2/ 20 .w speee M 30 1 M2lim oeamle.1 m 1 012 sp.w 31 w So — spew 33 34 see S m see Sp.w 31 36 Speo. Ra 2 W A/C AHLL1 (Heaaer5 "A l s5% 5525 40 me 41 42 So.. Load abJeA to demand rstor oldeJlam.I Dane ISOm 257W Load Salted to dmnM Gehl wkUWms I line Dermand FactorCalculations: ABBREVIATIONS: AFq: ARC FAULT CIRCUIT NTERRUPTER NC: NONCONCIOEM LOAD GFI: WOUND FAULT NIERRUPTER Tow lad seelaot to demMd actor 427IX1 ' Flat 100DD calls st lm'N tOmO R.alnha 'wits l 40% 13050 ToW AIC Iwd law LOAD CALCULATION U BASED ON AIC NON -COINCIDENT LOAD Total Caauatad Lo.d W.R. 33aDS Total Amp• We 1240 wit.) U1A GMemI Lighting E RacR tacN Load Tat A/c s r. Far 1499 Genera LL. 8 Rae 3 W f 3 Ft. 4497 tub% 1 at65W1Li Mat 100% 1 65 Tal G—el Ughts a Rae (Wlte) 4562 Ck� Total walls G.Us a Rae Panel A 9 507 4562 I i I L 1 1 LED LIGHTING ® SINGLE LAV. BATH 'I 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY UIITN ELECTRICAL PRDVI6100 OF THE PECK MTW EDITION 001 LOCAL CODES, AND ALL LOCAL POUER t:OT1PANY IEdIRIa1'EN4T5. 4 ALL CONDUCTORS, SMALL DE TYPE TWWN/TMN UNLESS NOTED OTFERUSE. POUER COMPA TRANSFORMER GRADE PROVIDE DO AMP, G0440 VOLT, I PWASE SECONDARIC ELECTRICAL SERVICE. PROVIDE I'1 COPPER (Cal N 1-102" DIA SCHEDULE SO IA4C CONDUIT OR PROVIDE I Oro ALUMINUM (AL) N 2" DIA SCHEDULE Eo PVC C40NOWt UNLESS SENACE IS FRONDED BY TE ELECTRIC COMPANY. C00MNATE UT14 THE ELECTRIC COMPANY PRIOR TO DID. I I L I I\ / LED LIGHTING @ SINGLE LAV. 6ATH 02 PROVIDE 31J O CU, THNUN . PO OU N 2' CONDUIT OR I MAD AL., TILN • 1% CU N 2• CONDUIT OR 2A5 AL. S A (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHA GIJ et7r®a1ATIOM SERVICE Do A!'1P DISCONNECT GOTC14 AN G0440 VOLT M ELECTRIC METER IN I SASE NEMA II! ENCLOSURE PANEL DOA4P 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroup.com AA M: 0003325 J 1yyy� e tt� O�[ i �yJy� i aQp i pX� i �• A 6 sUDDEV. 47a EAT: IN ABBOTT PARK LOT #7 BLK #11 PROJL'CTO2 04181.000-07111 MODEEA 4EWB ea1499—FREEPORTr' GARAGE > IFMG: LEFT PAGE: ELECTRICAL PLAN 16D.,MPH E C J TRLLEPIIONE.RDIVICE t:ADLE �� 2 202t I RNIERSYSTEM BONDING TERMAL INAT LOW VOLTAGE CONNECTIONS AN- IF-DRDFT A IM 01/18/21 SCALE: 1/4"=1'—I I A4 CU SERVICE GROIND CONNECTED TO CONCRETE ENCASED FO IT'ER STEEL PER ELECTRICAL PROVISIONS OF THE Pam NTH EDITIDN r2mez SHEET sro" DIA X • FT LONG COPPER CLAD GROU4D ROD El Y 0 1--2- 3'-3' 2'-9' b+ 22'-4' 2'-10' 4'-8' 2' VTR -- = 1/2' 2' ----- 1 1/2' 6�c 11/2' 11/2' I I/2' — — — — ----- SHWR I1/2' 2 U1C LAV —0 0 --- 3. KITCHEN SINK W1 1_ 3' 2• AUTO VENT ___,I_____j, WASHER i 2' 2' VTR o L ----- 1 4' I I/2' 2' co 4' 3' LAV n a TO 2 U1G t wc• i MAIN 3� TUB 2' 30�-��' 2'.6• 4'-,' PLUMBING RISER i i i i i JAN PLUMBING PLAN SCALE, V4 . I'-0' I i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 } � C � r y yy i 7 -1 BVHDIV. & ZAT: ABBOTT PARK LOT #7 BILK #11 PROJECT* 04181.000-07111 MODZSIs 4EWB "1499-FREEPOV' CARACE BWINC: LEFT PACE: PLUMBING PLAN 160 H EXP. C IF 7X4 TOP PLATE PRE-RAD MISS CLG. BOARD 1/2' DRYWALL _ SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 0'-0. PH PLR 2X4 WOOD STUDS *24. or_ SLAB ryV I C: .71 uv.7 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.C. 1 TYP. INT. WALL NON—BRG. Di SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCIR 908.I.I. ROOF SHEATHING THICKNESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE PRE•ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' TRICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE:3/4'.1'-0' 1�5/81 GYPSUM BO OR IA' HIGH STRENGTH CLG BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL j PER ELEVATION TYP. O.H. R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS I REFERENCE STRUCTURAL ITI x2 P.T. FURRING—� SRPE • 24' OG. 8' cm ---------------- 1/2' 1/2' GYP. WL. BD.� WOOD BASE 0'-0• PIN. FLR.L — a< a. < a 4: n W/ WINDOW OPENING H FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905U.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PR?-ENG TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIK FLR r.-� TYP. WALL SECTION 1 NO OPENING MOTE: PER SECTION FBCR S05.1.1 - FOR ROOF SLOPES 2:12 D TO LESS THAN (K)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNERLAYMENT D1 SCALE. 3/4'.I'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 �-: ► re n.sas wa. eu w ou N• OT.O. p. saw WAN 2B GAS LINE THRU BLACK w•.v FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THIC104ES6 AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS ►:��i � � � ��i%� i�i�i�iTi�i�ili�i�iTi!��i�i�i' s GARAGE DOOR JAMBS \11-al� SCALE: —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFDACK AT ALL UPRKsH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. I2x RAT RUN SECURED PER—// STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ..PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT—(--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 1e Q' n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS 844NGLES WITH UNDERLAYMENT AS PER FISCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SM. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNL PRE-EWx GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0'-0' FIN. FLR a B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdos18ngmp.com L AA #: 0003325 J f C L Z `y y aUSEI & LOT ABBOTT PARK LOT #7 BLK #11 PROJECT* 04181.000-07111 MODELc 4EWB "1499—FREEPORT" GARAGE 9`1111ING: LEFT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C im 2XIII, P.T. - CENTER OF DOOR HEADER 6EQ)RFD WV (V V2' X VJ-BOLT WV 4' MN EMBEDMENT WV 2' X 2' X VS' WASHER 4 NIT OR WV (2) V2' X 6' ANCHOR 11IMTS WV 4• MN EMBEDMENT HIV 2' X 2' X W WAGNER 4 NUT-. ®' "-6BO,M 2" ON— FLAN ro�� euc 2116 GARAGE DOOR DUCK SECJIED ® UV (5) V2' X VJ-BOLT OR ANCHOR BOLTS. WV 4' MN. EMBEDMENT, WV 2' X 2' X Ve• WASTER 4 NUT. (1) WITHIN e' OF TOP, (1) WITHIN Y OF THE BTM, (3) EVIDLY SPACED. ®1 1® ®I Illf N(oTEs, ALL ANCHOR& SHALL SEE IN ACCORDANCE TO MAN.FACTURM6 INSTALLATION INSTRUCTIONS 04M SUCH INSTRUCTIONS APE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT �,,,M.N-4. e• Cm UJ• oRYuvu,L I.4 P.T. OR S/4W' MN GEDAI E THM PRAMS 4 I'X4' EXTEND I-V4' INTO P.T. NAILER BLOCK W/ 3A6' TAPCONe DOOR CASING (MN SWANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT I-V4' WITHIN S' OF EACH END DOOR JAMB OR WINDOW 4 W OC. MAX SPACING ATTACH TO 2X PER MAPIIVACTUWES DETAILS, NOTE, SHAM AS NEEDED TO PLUME JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3/4" OR +5/4" o 11LAiD01I TO BLACK +3/4" OR +5/4" 2X4, aECUE TO BLOCK w/ 3A6• TAPCON6 (MN SHANK SIZE .146 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN 6' OF EACH END 4 a' OC. MAX SPACING. 2X6, m GROWING TO BLOCK UW2) Ell TANPC4RI9 MN SWANK SI MN HEAD SZEP MN IN V 4') WITHIN OF EACH END S. CMnI 4 a' OC. MAX GPACANG IA• DRYWALL 2Xe, ® El I'X4• "CUING TO BLOCK P.T. NAILER W1(2) 3AV TAFCON6 MN SHANK SZE J46 DOOR CASING MN HEAD SZE 300 MN EMBEDMENT I V49 WTHIN V OF EACH END 4 a' OC. MAX 6PACM DOOR JAMB OR WINDCU ATTACH TO 2X PER MAKFACTU E6 DETAIL& NOTE, SHIM AG NEEDED TO IM-UMD JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2" /1WINDD11 JOBLOCK +1 1/2" n 7X4, SECURE TO BLOCK WV 3/16' TAPCONS (MN SHANK SIZE Job MN HEAD SIZE 300 MN EMBEDMENT I V4') UT14N VOP EACH END 4 W OC. MAX GPACNG 2X6, 11E SECURE TO BLOCK W92) 3/16' TAPCONb (MN SHANK 612E J45 MN HEAD SIZE A" MN EMBEDMENT I V49 WITHIN S' OF EACH END O' CM 4 a• OC. I BPACAMIG DRYWALL 2X&In' a SECURE TO BLOM I'X4' WKv 3/16• TAPCONS P.T. NAILER (MN SWANK SIZE J48 1/16' OAAL X 4' MN MN HERO SIZE 300 MN EMBEDMENT 1 V4•) DOOR CASING WITHIN e' OF EACH END 4 a• oc. nAx SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWJPACTIAES DETAILS. NOTE, SHIM AS HEEDED TO PLU IS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/15" C it HIACK +1 5 18" 2X4, m SECURE TO BLOCK UV 3A6' TAFC420 (MN SHANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT I V49 WITHIN e' OF EACH END 4 a' OG MAX GPACMG. NOTE, STRUCTURAL 2X MUST CE 7X6, ® ON OUTSDE 4 SEWED GECUM TO BLOCK THROUGH NON-6TRUCTURAL W92) 3fl6' TAF`CONS 3A6' TAPCON MN 1-1/4' (MN SWANK SIZE J48 01MEOPENT INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT I V49 OF WITHIN VOF EACH EN C" I 4 Is, OG I SPACING V)' DRYWALL 2XS, cm SECURE TO 15LOOK PX4' 0110) VW TAI CONS P.T. NAILER MN STANK SIZEJO DOOR CASING MN HEAD SZE 300 MN EMBEDMENT 1 V4') WITHIN VOF EACH OD 4 a• oJ: nAx SPACING DOJAMB OR WINDOW OR ATTACH TO 2X PER MANIACTNE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" nM1IND011 TO HLOCK +2 1 /4" 2X4, m 2X4, $1101,111101 TO BLOCK SECURE TO BLOCK UV WISAW TAPCONS MN V4' TAPCONG (MIN. SHANK 61ZE Job MN SHANK SIZE J45 MN HEAD SIZE 300 HEAD On AWO MN EIDEDFBNT 1 V4') MN E'BEOrlE NT 1 1/49 WITHIN e' aR EACH WITHIN V OFEACH 4 a' OC. MAX END 4 W OC. MAX SPACING SPACN6. 2X6, m 2X6, SECURE TO CLOCK SEG2iE TO BLOCK W/O) 3/16' TAPCON5 WW2) V4' TAPCCNB (MN (MN SINK SIZE J46 SWANK SIZE J45 MN MN HEAD SIZE 300 HEAD bin JIM MN MN 0`BEDMENT I V49 -LrEMBEDMENT 1 V4') WITHIN 8' OF EACH END a' CMMu WITHIN e• OF EACH END 4 a' Or -MAX SPACING 4 a' O.C. MAX 6PACMG e, CNU 2XS, m I/2' DRYWALL 2XS, W' DRYWALL GECUIE TO CLOCK I'X4• GECUIE TO CLOCK 1'X4• WW2) 3/16' T,4PCQNS P.T. NAILER WW2! Iµ' TAMPCONS P.T. NAILER (MN GNAW SIZE 14S DOOR CA61Nd. MN 6HANK Gin J46 MN HEAD Sn 300 MN HEAD SIZE 300 1/16' OA& X 4' MN MN EMBEDMENT I V4') MN EMBEDMENT I V49 WITHIN S' OF EACH END WITHIN W OF EACH END DOOR CASING 4 W Or -MAX 4 WOMAX 6PACNG DOOR JAMB OR WIDOW SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER M~ACfl6E8 DETAILS. M~ACTUES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLOCK +3" ®wn2nnTr MVM wrncrc +v^ 2X4, SECURE TO BLOCK UV 3/16' TAIMCOMa (MIN. GNAW SIZE J46 MN HEAD Sn 300 MN EMBEDMENT I V4') WITHIN S' OF EACH END 4 a' O.C. MAX 6PACING NOTE, STRUCTURAL 2X MUST BE 2X&, m ON OUTSIDE 4 SECURED WCU N TO BLOCK THROUGH NON-STRUCA RAH. WW2) SAW TAFCOM 3/16' TAPCON MN 1-1/4' MN SHANK SIZE Job E'IDEDMENT INTO BLOCK MN HEAD SZE 3" MN EMBEDMENT 1 V49 e• CM VOF EACH ENO 4 W Or -MAX 6PACING 1/2' DRYWALL 2X& ® 1'X4' 0 SECURE TO BLOCK P.T. NAILER WK 2) 3/H6' TAF CONS DOOR CASING MN SHANK SZE Job MN HEAD SIZE 300 MN EMBEDMENT 1 114') WITHIN VOF EACH ED MAX 4 a' OC.KING. SPAN NOTE, 041 M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') 7ND 7X SECURE TO STRIJCTURAL MEMBER uHr7J17d WITHIN e' OF EACH END 4 6' TO V OC. MAX DOE! JAMB OR WIDOW ATTACH TO 2X PER MANPACTUES DETAILS. DOOR JAMB TO BLOCK +3" TTQntnOTr_ TD__A =x 4R^ NOTE, SWIM A& NEEDED TO FUM JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/15" 1►DNDOI/ TO BLOCK +S 7/18" 2X4, m SECURE TO BLOCK WV V4' TAPO" MN GHHAK Sn JCS MN HEAD SIZE 36D MK EMBEDMENT 1 V49 WITHIN e' OF EACH END 4 W OC. MAX SPACING NOTE, GTRICTURAL 2X MUST BE 2X6, ® ON CUTSOE 4 SCCUED SECURE TO BLOCK THROUGH NON-STRUCTURAL WK2) V4' TAPCONS (MN 3/16' TAPCON MN I-V4' SHAM SIZE J46 MN WlDECtll94T INTO BLOCK HEAD SIZE 300 MN E7DEDMIENT 1 V49 VOF EACH END e, cm 4 a' O.C. MAX SPACING, VV DRYWALL 2X& m PX4' SECUNG TO BLOOK P.T. NAILER WK2) V4' TAPCONS 11 P.T. X 41 MN MN SWANK SZE J45 MN HEAD SIZE 300 MN WIDEDMENT 1 1/4') DOOR CAN6MG WITHIN VOF EACH RED 4 W O.G MAX W NM DOOR JAMB OR wMDCU ATTACH TO 2X PER MAKFACMEG DETAILS. NOTE, SHIM AS NEEDED TO FMJJMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" �11IIND0� W TO BLACK +3 3/4" /1 2A41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngfoup.KOm AA 6: 00033262 N Ir A f LTHaIV Ae LOT:BBOTT PARK LOT #7 BLK #11 PROJECT# 04181.000-07111 MODEL: 4EWB "1499-FREEPORT" GARAGE SWING: LEFT PAGE: DETAILS 160 PH EXP. C .. PREFORMED CONTROL JOINT FLANGE OP CONTROL JOINTS Td IM WIRED TIED TO LATH • 6' OG. MAX (VEWA LPL DO NOT FASTEN CONTROL JOINT TO WAIL EVEN P STUD EXIST& BEYOND EXCEPT STAPLES UV • lHG MAY � LWEO� TEMP. CONDURING INSTALLATION —� PA6TEERS TO DE SPOGED---777 • 1' O.C. MAX VERTICALLY , 0 cK / }'L�C3 COAT CEMENT UM LATER 7, FORTIFIOER M"N6 PAPER APPROVED METAL LATH FASTENED 07 (VERTJ Or- MAX AT SUPPORTS WIm LAYER 9, STUCCO WIMP UDOD SWATWW. ..-_ LATH SHALL NOT ----I m CONTU310U• • ro THROIIGLN CONTROL- \ JOINTS OUT SHALL ec STOPPED AND TIED AT EACH 6110E. PER ASTM CIO63 —. PROVIDE :X4 BLOCKING PLACED PLAT MAX 6' TO S' \ FROM CONTROL JOINT WHEN / CONTROL. JOINT FALLS ON ST11=7URAL Ill L PASTEERS FOR LATH TO DE NAILS OR- +� i _ STAPLES IN ODI PLIANCE UV ASTM CIO63 2. WIRE TIES TO DE (NO. D) 00410' WIRE 3. BLOCI SHOW MAY OE IN ADDITION \ TO aw I SYtV6 REWIRED PER PLAN "06"S O"IP E OCraw MYYO•PLA O LPOLDlNMIO•R.A ®�D T. CRIAM • PT.6 r wo OL FOLD I141140 • ® l MOLD Ia11Alr0 • R. A Pr. A :.asAr•pt. E 7. CIeAU • R. S L crew • PR. c ■ aeAPE • Pr. e ♦L PT. acLcm R. IST R LL . a TOYMANI. ® I NVI TCM ".NIaE O O , 1NTRaM rLA"sa wMee Wert UAL FOLD, pQ m art. THICK 3 COAT CEMENT PLASTER (NeMeN VP P COAT 4' ISULONG PAPER 0RM7a OLT) r—Wm LAYER'L NYCCO IIRAPryRAPE aLY) r—LAP LATEe M I NA LONr ~ Do61a "ALM Rr4t.. NOP or�n IDf1.Rae ftai YIeLL lLAtNPtl i1LAEiw (... I. U UALL 1e13 AT SOTCM OF NOW au.L NMDe.alaNa PA4CIA a 'r APPROVED BUILDING WRAP SHALL BE LAPPED A MINI LMI OP 6' • VERTICAL LAM (ROLL ENDS) ♦ 6' • HORIZONTAL LAPS. ALL SEARS NEED TO DE TAPED WITH FORTIDER SIEATHM6 TAPE r rwL LAP • PEfAL u1" / \ LATH VERTICAL LAP TO OE 1' . PETAL LATH Ulm LAYM % Era= YMUAP 11�UM LAYS! 4, POWPEER / I 11!IUILDMCe PAPER I 2EAPER LAP ec ' I PR'.r-a NOTE, SIDE LAPS OF METAL PLASTER MANG SHALL DE SECURED TO PRA IM MEMBERS. THEY SHALL SE TIED OETIEEI SUPPORTS WITH O04ID-K (121-M ) WIRE AT INTERVALS NOT MORE THAW S' (M-MM). AS PER ASTM CIO63. ® KI C KO U T bk2FOR PAIR Cle TEARS DETAIL INO LAYERS, TL MAY DE PATCLED TAPE militSE PER MANIF. SOR PEEL A STIQCa I UPDOD STUC SHEATHING OWLDMG- PAPER k THICK 3 COAT CEMENT PLASTER METAL LATH SHEATHING WOOD SHEATHING 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 WRB R TAPE OVER ROOF/WALL SCREED 5'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. APPROVED HOUSE UMMR PLA61 m TO EXTEND ONTO PIPE 1' OR LEES PIPE— I INSTALL FASTENERS (CLIP6, STRAPS, STAPLES) AS RE6WRED TO SECURE PIPE/ WIRE TO PRAMING N.T.S. 6• PLASHUN6 OVER APPROVED HOUSE WlAP. PLASH616 TO EyNMP)•iD arxn f•IfeE Ulm LAYER 4. PORTPf0ER 91,1111.01145 PAPER METAL LATH 6'P6• SELF-ADIERN6 MEMSVAf•E ono".', MliNS lb E]NTeiD ONTO MIPE 4'P4' GW-ADHERING MEMBRAME. K ASNMG OVER APPROVED V CONT. DEAD OF SEALANT INSTALL APPROVED HOUSEURAP AIR 0.4LTRATION DARKER OVER 6MATHNG ELASTOI'ERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION C Exterior we of poit!" cement plaster shell comply e th the application regU-nerw cl ASTM C 926-18b. Installation of extenw laming ena f� sIW1=y with ASTM C 1083-19a, or ASTM 1787. LEGEND OF DRAINAGE PLANE (WRB LAYER 141, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------A-A- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION Ri03.11 / ASTM C-541-14i MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.wm AA S: 0003325 f H h t 6 sUDDIV. a. LOT: ABBOTT PARK LOT ##7 BLK ##11 lma=T# 04181.000-0711 MDDZLs 4EWB "1499-FREEPORT" OARAGM OWWO: LEFT PAOZ: WALL ASSEMBLY DETAILS 160 H EXP C 2 D-pmDrT 01/18/21 DCAXM 1/4"=1'-0" Sims= WA1 Ikk INSTALL i' SELF-ADHERMG MEMBRANE PLAS14NO OVER TOP, BIDETS) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING, TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN 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 BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. & CAULKING a JOINT PER SECTION Exterior�wW BACKER ROD I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-1Bb. 1 _k. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, '- or ASTM 1787. WINES LAYER -1,- STUCCO WRAP HOODED VENT i' THICK, 3 COAT CEMENT PLASTER PETAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I e' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. OPECBJ BUILOM PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/EACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM I— — "" —. '�R SIMILAR) APPLY A SILICON EASE 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 WOOD SHEATHING LAYER -1, STUCCO WRAP LAYER :2, FORTIFIBER BUILDING PAPER METAL LATH WOOD—Fe�118H - WIN ONSTItl1GTICN FASTEN TO WOOD BTRJCTUTAL MRMDER • V OG. MAX Y cm j WL 8 iCITWL GYI E iG L A _ ry b' WIDE STRIP &ELF ADHEOW PLAIINW., CLEAN 5 MASONRY DIFORE APPLYING V FINISH • MASONRY (�oHORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' UIRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP 477 FOR BOX INSTALLATION CUT 'X' INTO WRB LAYER $I, SELF -ADHERING Y STUCCO WRAP MEMBRANE FLASHING APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING OVER BOX AND OVER APPROVED BIRB LAYER M STEP 1*1 STEP 1*2 APPROVED HOUSEWRAP WRB LAYER 'I, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY im MIN SELF -ADHERING NO MEMBRANE - GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED s HOUSEWRAP WRB LAYER 92, FORTIFIBER BUILDING PAPER STEP 1*3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH INTERSECTIONS -' . e . e - e o I : Fr7/. STEP S STEP 1*6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup•com l AA 8: 0003325 q xp`.i � ti pp UMIV. as LOT' f BBOTT PARK LOT #7 BLK #11 FMJWT/I 04181.000-07 11 MID 4EWB "1499—FREEPORT" 0AVAOR 8W MOx LEFT PAGM WALL ASSEMBLY DETAILS 160 MPH E)RC JAN 112 12021 F01/18/21 T LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k2 1/2' CORNER BEAD (FASTENER 4 SPACING ® 'i' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B�CORNER BEAD � BLOCK JAN s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 IF i stmDIV r LOT: 44 ABBOTT PARK LOT #7 BLK #11 P1DJWT* 04181. 00-07 11 agOD�te 4EWB "1499-FREEPORT" GAIt"M LEFT PAGO WALL ASSEMBLY DETALEXP. 160 MPH JC LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — • — • — BIJILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING UAUIOODo�CC"TR11GT1CNmyv —� WOOD 6HEATNW . —� ADieNT EN I,F61STIVE D�ARtl"ER Q 61sirpm XX 1 iv' .,LAP 610m-, 6' SEL 16AOmRm —\ STARTER 6TMI- ice' �ADFERING WEATHER REM6TIVE ��WEATHER RESISTIVE 0AMBR 9 P-Wi �bERMb C,ALV'D FETAL ,r FLAsmNs �oD Twm FEAR . .. - — — ` rAGM x 6'V%"T•�D TRM FEFIEBR ORAPOAPPROVE ° CASM SIDING TO STUCCO BLOCK TO FRAME 9 TRANSITION JAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327BO PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com 6: 0003325 1 ti yp T Ila z � a aysaiv aW Zor: ABBOTT PARK LOT #7 BILK #11 Pmjz11 =T -07 it moazazr 4EWB "1499-FREEPORT" aAIt"M xWMQs LEFT PAaM WALL ASSEMBLY DETAILS 160 MPH EXP. C AA NO aT TM 01/18/21 MAIM 1/4"=1'-0" ®IieT WA4 .•r--ram-_ ---------------------------------- -- +'--- - - - Al 2xb SUB-BANb\ 5�1END, W/I'x4' NOTCH r----------------- --------- ---- - ----------- WRAPPED IN PEEL 4 STICK DRIP EDGE P I E------- ---- j' \ 1/8' TEXTURED I \\ I/8' FINISH O WOOD \\ �\_j I/V \\ ' In' TEXTURED � FINISH s CMU % \ 1 METAL FASCIA \\ \ WRAP Ys' FROM \\ \ E a, a STUCCO, I' FROM \ WOOD WALL \ --------------- - - — \`\ \ EXTERIOR WALL \ (FRAME OR CMU) \\ \\ \\ NOTE: NOTCH FOR 2X6 \\\ SUB BAND ONLY ®ELEVATION ®/='LAN A METAL FASCIA WRAP 2Xa Sun BAND-1 �n —ROOF KICK OUT REMOVED \ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) - ;l/8' TEXTURED FINISH iv /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 • 1/8' TEXTL#WW FINISH • WOOD V2' TEXTURED FINISH • CM METAL LATH .WOOD 6HEATWM4 OR CM) •WRES LAYER "I, STUCCO WRAP(PRAME ONLY) WRB LAYER 42, RDRTIFIDER EiUILDING PAPER (FRAME ONLY) ROCFMG CEMENT DRIP EDGE METAL KICK GRIT PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS V -8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL R 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 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 A' 2x SUB -BAND JAN W/Wx4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY /1 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 c 3 sulm & m ABBOTT PARK LOT #7 BLK #11 0 mw 0-07111 MDDs- 4EWB "1499-FREEPORT" GARAGM EMMO: LEFT lAan: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING }} z i STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED a CELL SEE PLAN FOR SIZE AND Q 0. CELL SEE PLAN FOR SIZE AND d SPACING REQUIREMENTS QU SPACING REQUIREMENTS Q W o0 U w — GARAGE DOOR RECESS ¢� Q'I ••-� FM 10 - Z 8' CMU WALL O 8' CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR In W 9" O `D ? +' 01-W ° > I IN FOUNDATION WITH 30' LEG EACH W LUM V) +- d TOP OF SLAB TO O SLAB WAY AT ALL CHANGES IN DIRECTIONS I .,. SO THAT THE STEEL REINF. CONTINUOUS N ... a .f a .. U MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR a EXT. PORCH SLAB W/ 1/2' ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) #3 18' .' IL EXT. PORCH SLAB L ARIES SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER ICI° I a CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE dip. MASONRY UNITS SET A7 ELEV: ;�,. • JOINT (WHERE � @ �. 0 � 8' CHAMFER (2-STOR•n #4 24' W/ 1/2' ISOLATION �,,, (1-STORY) B' CHAMFER (2-STORY) .. d•0' APPLICABLE) i SEE SCHEDULE #5 �• . JOINT (WHERE • i EE SCHEDULE f FOR WxD, BAR SIZE APPLICABLE) 2 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY• AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=,-0 2 @ GARAGE SCALE:3/4'=1'-0' CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4•=1'-0' SCALE: 3/4'=1'-0' Z (1) #5 REBAR VERTICALLY W/ CONC. U a POURED CELL U CL CL 8' CMU LAP TOP PLATE A MIN. OF 48' y AND NAIL W/ 18d COMMON a #4 REBAR @24. O.C. @CENTER Of NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT We g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN z C7 5 > W 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING 5r W p a I U REINF. BAR WALL W/ SYP I > NEW d No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ _ SECURED W/ 2- PART g SPACING, SINGLE BTM. PLATE WEDGE ANCHOR W/ 2' 2' CAPPED tL I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH WASH • GALVANIZED PIPE < 81, LINO PLATE EPDXY S1/2' EMBED. MIN. @ ,8. OC iv - I�•.. 4 CONC., REINF. W/ W/FLANGE @ BASE FOLLOWALL MANF. ¢ PHB MAX. F - . 8 6'z8• #10 W WM ON b j, a = m USE AND ( BTMANDTOP PLATE 2 rn 8-MIL POLY ETHYLENE F- PREPARATION OF U 4" ANCHORS W/ IOd x 1 1YL' COMMON NAILS FILL ALL O W VAPOR BARRIER ON IJ O" WELL -COMPACTED SECURE FLANGE TO Z 2 HOLE. HOLES, DO NOT USE 10d W CLEAN FILL TERMITE SLAB W/(4) 1/4X 2 1/4' p O-f- x 3' TL Q SEE SLAB SCHEDULE {{{111 TREATMENT SHALL BE TAPCONS f • {�4 q u.. BORA-CARE . Q TOP Of SLAB #4 (2) CONT.REBAR CHAMFER (,-STORY) • F4• • 8' CHAMFER (2-STORY) _ a.�_ — .I ` (2) #5 REBAR ON CHAIRS 12• MIN. DEPTH IZ Q NTO W 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE VIRGIN OR ENGINEERED SOIL � > COMPACTED SOIL FOR WxD, BAR SIZE SLAB HEIGHT LESS THAN 3'-8' pER PLAN ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL J SCALE:34'=1'-0 V SCALE:34'=,'-0' 7 9CALE:34=1'-0 (W/UPLIFT) 1A SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 78d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TOP PLATE A MIN. OF 48' —�-�-� AND NAIL W/ ICOMMON STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING NAILS, 2-ROWS, 4' O(C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS PLANS FOR SPACING. SINGLE Z BTM. PLATE TO BE PT. 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO WALL W/ SYP No 2 STUDS SEE a " SLA.1 /10d MASONRY NAIL IB' O/C STAGGERED. PLANS FOR SPACING. SINGLE STM. PLATE TO BE PT. SECURE BT. PLATE TO 0 T Q C ADDITIONAL METAL PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL Q W a0 CONNECTORS NOT 18' O/C STAGGERED. U REQUIRED WHEN NO /a: ADDITIONAL METAL CONNECTORS NOT a aO ) UPLIFT IS PRESENT. REQUIRED WHEN NO to 8' CMU WALL SEE SLAB SCHEDULE UPLIFT IS PRESENT. Z } ,-0• a TOP OF SLAB TOP OF SLAB SEE SLAB SCHEDULE SCHEDULE TOPOF SLAB � e • � 'ISOLATED'COLUMN PAD B° • CENTERED UNDER WALL AND =AND — � POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ULE SEE SCHEDULE FOR WxD, BAR SIZE SIZE FOR WxD, BAR SIZE AND BAR QUANTITY NTITY AND BAR QUANTITY INTERIOR CURB FOUNDATION WOOD WALL COMBINED EXTERIOR MONO - 8 SCALE:3/4'=1'-0• (NO UPLIFT) INTERIOR FOUNDATION WOOD WALL FOONG AND COL. PAD 9 SCALE: 3/4'=,'-D• (NO UPLIFT) 10 SCALE: 3/4'=1'-0• S N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-7744078 www-abdeNgngroup.00m AA #: 0003325 z 3 fA tWDIV ee LOT BBOTT PARK LOT #7 BLK #11 PRCJECTL�L 04181.000-07111 HGDEU 4EWB "1499-FREEPORT" GARAGE DWING: LEFT PAGE: DETAILS 160 JiPH E TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM N L 5 a CLEAN OUT REQUIRED Q FOR INSPECTION Go • 0'-0' FIN. FLR. 4 a TIE ERTICAL REBAR a TO HORIZONTAL . • 4.: REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. z N3 18, 0 k4 M5 24' 30• JI8 36' k7 42' HORIZONTAUVERTICAL �1 REINFORCING SCALE: 3W=1'-0' z STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND p a SPACING REQUIREMENTS mW U 8' CMU WALL g \-+- TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE Z w d E%T. PORCH SLAB BAR SIZE 48 BAR DIA. Z" > n 4' CHAMFER (1STORY) O W/ 1/2' ISOLATION 6- CHAMFER (2-STORY) U a - JOINT (WHERE APPLICABLE) Z MATCH STEEL p5 30' 2 REINFORCEMENT 2 6' PVC CHASE PER SCHEDULE 38' v 8' PVC CHASE THRU FOOTING THRU FOOTING *7 42• MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4'=1'-0' R5 BARS ■ aG ,. 8" ,. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX- 407-774-4078 wwwsbdesigngroup.com AA 8: 0003326 h W y� a ll mm eUNDIV & 71074 ABBOTT PARK LOT #7 BLK #11 PRO"mTop 04181.000-07111 MODMX.: 4EWB "1499-FREEPORT" GARAGM Bwixa: LEFT PAOffi: 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) 1Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2' HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8' LONG, WITH WASHER @ 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RZRZM INDICATES OPENING BELOW/T.O.B. = TOP OP BEAM / B.O.L.: BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) MH, REINFORCEM STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)AS WA GROUTED SOLID ----------------------------------- 1 8F16-1T/OM/OB V-0' -UNO, PROVIDE BB7 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0'. UNO. 8Fi6-1T/0M/0B 7'-6' 8F16-iT/0M/0B 7'-6' 1 ` 'i ♦♦, BRF14-IT/ONVOB ♦ ♦ 1 ♦♦ 1 1 ♦♦% %% 1 1 ♦♦ BFB- ♦ 1 8F16(MIN)-1T/OWlBl ♦ 1T/ONVOB 8F16-1T/OM/OB ♦♦ 1 T4' ♦ 5'.10' 4'-6' 1 ♦1 -------1twOrL-7J%rm - "WOV'"--------------------------------y FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4' = 1'-0' 4 N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.00m AA 8: 0003325 Y A 9 6 7 y rousSm a TOM4 ABBOTT PARK LOT #7 BLK #11 PROJECT 04181.000-07111 MODEIA 4EWB "1499-FREEPORT" GARAGE awMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH ER. C % AR NO L) D TE 01/18/21 aCALE: 1/4"=1'-0" aFIEET 11111. s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ tO' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNERIS REINFORCING OF BOND BEAM 1 SCALE: 3/4'c1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYRWX6' 1. PLACE LINTEL ACROSS TOP OF OPENING. SON. BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. * PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\\� PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. B'x16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJ 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 1M`' / TOP OF THE LINTEL. / � PgO 6. LINO COMPOSITE MASONRY BEAM. IS TO BE NOT LESS THAN 16' DEEP. Bz16 DEL. BOND TOP OF 2 QP� BEAM W/ (1) #5 BAR BOND BEAM \O� EACH COURSE • 6 • �OQ�G�\� W/6(1 #6 BAR BOND M .ti: BOND BEAM F = FILLED WI GROUT I .�\a0 U =UNFILLED GROUT SOLID FROM TOP .tAa NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 LINTEL W/ (1) #5 BAR (L2) 6-1 T/1 B 8z8 PRE-CASTCONCRETENOMINAkl PQ HEIGHT # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY 0 OPENING - 2' IT ISTHI9 ENGINEERS INTENT BOND BEAM COURSE OR ,Z BEAM DESIGNATION THAT XFXX- IT/IM/OB INDICATESADOUBLE BONDBEAM #OF#5'B, BOTTOM 8u8 PRE -CAST CONCRETE SCALE:34'=1'-0' AND XFXX- ITONOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS P LINTEL OF OPENING AND XUXX-1T/OMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 'a 1W WINDOW 'SLOPE SILL Z i lit TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-1744078 FAX 407-7744078 www.abd•signgroup.com AA M: 0003325 A T r�r :pp aVSDIV ee LOT. ABBOTT PARK LOT #7 BLK #11 PROJECT7/ 04181.000-07111 MODEIa 4EWB "1499-FREEPORT" GARAGE OWING: 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 HETA76 W/ (9) 10d x i 1/2' HDG 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177- ° x 2 7/8' LONG, WITH WASHER ® 16' O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEIS 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. 3 PT RG. FRAMING PLAN SCALE: 1/4' = V-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774 BO FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 y h p�r 6—LL _ 8tT8DrV. ea LOT11 ABBOTT PARK LOT #7 BLK #11 PROJECT 04181.001- 7111 MODEL' 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PAGE: FRAMING PLAN 160 MPH E C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (0) tOd x 1 7J' NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFANALUFLOOR HTSM20 W/10 10d TO (12) 18d x 1 � NAILS TO TRUSS SHEATHING FASTENER SCHEDULE' TRUSS AND (4) 1/4' x 2 1/4' DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2' x 4', (16) 10d x 3 }' NAILS TO GIRDER AND 6', 8' x 4'-0' MAY BE ADDED # 1300 UPLIFT (2) (2) SIMPSON HETA16 TRUSS ANCHORS W/ tTd NAILS, 2 ROWS, 3' EDONSIMPSON HPPOSI INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3+�' NAILS TO GIRDER O/C TO FACILITATE ONE FACES OF ADDITIONAL PLY MAX. TO BLOCK BLOCK WALL W/10 10d TO W. 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN2ANCTRUSS AND H 1/4' x 2 1/4' CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL N EL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES 41 21 O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12. 0/C FOR REVIEW AND APPROVAL MASONRYBONDBEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT : U:2366 LBS, L:1430 LBS (2 OR 3 PLY) TREN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2' COVER 8 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE is ib 1C SCALE: MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 SCALE:34'=1'0 PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O' O.C. (AT 0 PRE WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 8124' 0.4 NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) O o (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE (3) 12d 41 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT �® 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES 4'-0' O.C. (AT SHEATHING 1z4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) 0'-0' TO 30'-0- (1)'X' BRACE BRACING, SEE LOCATION VERIFY 30'-1-TO 60'-0 (3)'X' BRACE SECURE 2x8 PT. PLATE `I� PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO SLK W/TRUSS PLAN (1)'X' BRACE 0 CENTER TO SILK W/ 1/2' DIA. 4I >> MAY NOT BE 2 ? d W/ 1/2' DIA. ANCHOR BOLT W/ 2' (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' N F a F REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 8' MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC BTM. CHORD OF EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX. WOOD ROOF TRUSSES PLATE W/ 12d'6 8' O.C. MAX RE -ENO GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE LINTEL TRUSS ENG) CONT. 2x4 SECURED W/ (2) 1Od's 0 EACH TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. 10 BTM. CHORD BRACING 6'-O' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2) 1 Od's 0 EACH 101-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED 0 10'-O' O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BONG BEAM RED. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 4 GABLE TRUSS @ CMU WALL SCALE: 3/4'=1'-0' BLOCK WALL W/ GABLE END PRE-ENG1D TRUSS SCALE:34'=1'-0' NOTCH DEPTH 1/4'D HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L. STUD USED SO LONG AS THEY CONFORM TO THE °F OUTER IMSPAN FOLLOWING ONL HOLE EDGE >5/8' 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 (F1 AND F2) LOAD CAPACITIESwAS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR ANDNROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE01 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 OLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PL< 3/5'D DBL. STUD SUBJECT TO F1 AND F2 FORCES, STUD NOTCHING AND BORING LIMITS 8 SCALE: i 1/2'=1'-0' MATERIAL8AALjTgELRNNATE SCALE: 3/4'=1'-0' IS N. RONALD REAGAN 8L LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003326 N q M T � • yy � as 6 i BUBDIv ae LOT ABBOTT PARK LOT #7 BLK #11 PROJECT 04181.00t-07111 MODEIA 4EWB "1499-FREEPORT" GARAGE aQiNG: LEFT PAGE: DETAILS 160 MPH EXP. C VTCR SPACING (1) AT EACH END Ill 1 1 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6-0"O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5TRUSSES) 0'-0' TO 30'-0' 1)'X' BRACE \ 111111111 31Y I -TO 60'-0((3)'X' BRACE PRE-ENG GABLE TRUSS 111i41,II,I, (1)'X' BRACE 0 CENTER S4 (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS ENO) I \\ I e I O PLYWOOD SHEATHING, SEE \ J 'ROOF/WALUFLOOR \ �L- SHEATHING FASTENER SCHEDULE' SEE TVP. TRUSS CONNECTOR c DETAIL FOR STRAPPING INFO. �+ SIDE VIEW tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24- O/C, ix2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12. O/C AND APPROVAL SECURED W/(2)12d0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � 60ALE:N.T.B. � Wl H I P R ETU RN SCALE: 314'=1'-0' L44i N. RONALD REAGAN BL LONGWOOD, FL32760 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003326 f >r a C r yy i atrHaiv as LOT. ABBOTT PARK LOT #7 BLK #11 PROJE * 04181.000-07111 MODELe 4EWB " 1499-FREEPORr' GARAGE OWWO: LEFT PAGE: DETAILS %160 MPH EXP. C w q GAEIE END A ROOF WIND DESIGN PRESSURES NET (GROSS) ASCIF77U_ ZONE 1 =18.56 PSF (28.56) ZONE 2 = 32.94 PSF (42.L94) ZONE 3 = S6.39 PSF (66.39) 'A'=,V-V END ZONE DISTANCE BASIC WIND SPEED: IGO MPH WIND EXPOSURE:'C' RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT i- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING ^ FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM tOd RING SHANK, HAN 212' 0.731 Fi667 SCREW SHANK 170'000 RING (18-20 RINGS RSRS-03 Bd RING SHANK, 2 3/8' 0.113 71667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 HAY I CH UK I HUJA ROOF SHEATHING EXTERIOR SHEATHING i F USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' 0 CO. O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4' . TOP & j 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6. O.C. AT m INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. � BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF 8HEATHINO ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (i) ADD'L DROPPED ZONE 1: d NAILS 4' O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2.4 42 SYP OUTLOOKER RAFTER W/ BLOCKING a ZONE 2B 2n, 10d NAILS 0 4. O.C. ON EDGE AND 4' O.C. IN FIELD , IWO.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP ZONE 3,3e, 3r: tOd NAILS 0 ®4' O.C. ON EDGE AND 4' O.C. IN FIELD BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS 0 4' O.C. TOP 8 BOTTOM EDGES a li ' L7 y ZW zcD O ,0i1 C 1. RING SHANK GUN NAILS Y SEE'ROOF SHEATHING ATTACHMENT' O TABLE FOR FIELD SPACING 0: c SHEATHING 2N N #8 2' DECK SCREWS 0 W-W O.C. MAX vj W E4GES & 12. O,C. MAX IN FIELD. UNTHREADED x ® SHANK TO EXTEND BEYOND THICKNESS OF ww O SUB -FLOOR SHEATHING iN m s TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES( ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33A:33M MAXIM NI AGGREGATE SIZE SHAD. BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDER%AIR ENTRAINED CONCRETE EXPOSEDTOFARTHORVYEA7HFR 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: FBGR 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS. BLOCKING, ACI 318-14. BUILDING CODE REQUIREMENTS 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 BARRIER PROVIDER-AIIL CONTINUOUS POLYETHYLENE VAPOR BARRRRMEMBRANE UNDER ALL SLPBS-ONGROUND WHERE INDICATED ON ELASTICITY . 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD.FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-1 B AND AISC SPECIFICATIONS PROVIDES. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE PE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY 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 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS' MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH; SHALL BE ASTM A7064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED NTH 2' CHAIRS SPACED &-W DC, EACH WAY. TOSTRESS-GRADEDESIGNEDWITHTH TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR C REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. LUMBER AND ITS FASTENINGS' BY THE TRUSS DESIGNS SHALL SIGNED AND SEALED A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA.PA.TRUSS SEE NOTED FOR SHOP DRAWINGS. 00 NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF COOS" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A616AB1SM GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N 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 TPI-14,'DESION NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'BOSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pN 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 pef TOP CHORD i,orvcwwumnt REVIEW. TYP. MIN UPS SHALL BE AS FOLLOWS: #4 BAR - #B BAR - WOOD TRUSSES. 10 PSI BTM CHORD-ronconcumnl IS BAR - 301 30' #7 BM 42' - sY TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 08: 1990. 18 pot TOP CHORD 20 pN TOP CHORD Q p f.1 ASPHALT SHINGLES) (10 p f./ 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 pN BTM CHORD 5 pN BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: IDp f 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 80 pa1 WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pN WIND: DEAD LOAD MPH SECOND OUST 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 FBCSPER20160 (NINHASCE (FBC 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 TTIC ITHOUTST LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10pef, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30p f, 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: 40pN, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50p f, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50p f, ROOMS OTHER THAN SLEEPING ROOM: 40p f, SLEEPING ROOMS: 30pN, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pN 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 SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE r. -2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE BE 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 C476, 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 S' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PET, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE SHALL BE 8/B' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0.1557. 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 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 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 STRUCTURALSTEEL BE MADE BY THE OEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM AMA36M, Fy - 36 kN FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A600/A500, GRAB. Fy -46 kN. STRUCTURAL PIPE SHALL BE ASTM ASWA53M, GRADE B, TYPE E OR S, Fy = 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONORADE 36 kei. TUBE AND PIDE PE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6- STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL NS, HALL SU. MIT PROPOSEDDESIGNS,HISTORICALFOR CONTRACTOR SHAM SUBMIT PROPOSED MIX DESIGNS, W17N HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO STRENGTHCHSTICRER. OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SLUMPEIX CONCRETE EXCEED PRIORTO ADDITIONDATA E NOTSHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94I94M OR MEASURING, MXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME4TAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE REBPON&BILYfY OF THE TESTING LABORATORY TO NOTIFY THE OWlER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER RESAR SWILL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIOIW): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1l1' FOR Ib AND SMALLER 7 FOR 96 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS i-W FOR BEAM MA COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATDN 9DE SPACING PEWPot3 APPLICATDN SITE TYPF SPACING REMAINS 14PTFURRWGTO CASE IWRDENEDW GAMEE DOOR BUCK TM'DW. iAPCON MAWNRT t try' EMBED., I E-DUST.. MA90NRY/CONC. NALLii?LONG. TO- NO WASHER FASTENER B'OD 112 EDGE DIET. SGD, AL. EXT. DOORS ,. PT, BEE NOTE. HARDENED COL NNL, I2 LONG. p'aC STAGGERED WPDOWAXfONfASTENED INTOMASONR-G, DAMGE DOOR BJCK TO MASONRYDDNC. ,R'D.. W/ WASHER E%PANSION GOUT T/'CD a'EMBED., K'ENDDIST., DIET. EDGE DIET, wr/DaW BWK cAeE w,ROENEoG_ vac wwODwDDOwRASTENED METAL STRAPTO CONTACT THIS ENGINEER FOR SPACING ,. Pt, BEE NDTEe HALL 11R'LCNG. STAGGERED INTO MASONRYAXNIC. MA9MIMICpIC. REQUIREMENTS DtT.eWPIG GOON BUCK nPT, BEE NOTE. p)Sn.•MA NO WASTER TAPCIXf f/STNER 1. OD 1, 4' EMBED, P ETD. DST.. I- EDGEOLIT. N.W.D.NOKBEAPo WALL TO CONC.BW irt'° EXPANSION I-EMBEDIEND WI WASHER BOLT TA QC DUST., e'EWE MST. DIET., I I? 1. PT WINWWBUCK 98°PAF.81A' D'OD "EDGE.- P T09 of GQ., 8EE e.,WASHER ETAWEPo:D 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PEA MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE Fill. IT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2,( MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. •1 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.com AA *: 0003325 f it T K C V i yy a LL.i 91I133DIV. Se TAT: ABBOTT PARK LOT ##7 BLK ##11 PROJECT# 04181.000-07111 MODEU 4EWB "1499-FREEPORT" GARAGE 9WWO: LEFT PAGE: DETAILS 160 MPH E . C 22 1 SCALE: 1/4" =�'-G" 1 S N 1 qw .0 ft