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HomeMy WebLinkAbout7891 Sail Clover Ln99 0 2828—E401 9 9 ALL WORK SHAUL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, .. AND THE "ITV OF 7 F.PHYPH ILLS HOMES Qi�I�ItV,aNC�� 5 9U1 9LAN 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (893) 740-9795 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIIONS INDEX OF DRAWINGS - Buu=G 0� ABV. ABOVE MAV. LAVATORY DAB GN Tag IDMLl.i*OLi ( ) -AM �L AND W, TI C AD AIR DJUSTACONDITIONING MUM. LUMINOUS ALT. ADJUSTABLE M.C. MEDICINE CARNET AM ALTERNATE MF MINIMUM TUBER ®9mm BID WT Igo ARCHITECTURAL SHEET DESCRIPTION 1 2�® M(` I:F�DA' DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIOR MAL, GROUP R3 -CONSTRUCTION TYPE - VB -IHN. BPISRIOR FAIISH - CLASS B SPEED -BASIC IID1D SPEED - Vult=180 MPHCLR. VBBd=124 MPH -EVOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE -YAK HBIGHT AS PER IACAL AND STATE CODES . AMP. AMPERAGE MIN. MINIMUM B. BOARD M.T. METALTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL METAL Cam. CEILING N.T.S. ON CEN SCALE CLEAR O.C. NOT TO ER CONC. CONCRETE PL PROPERTY LINE CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT, PLATE DBL. DOUBLE PLYWD PLYWOOD D.O. DUAL GLAZED PR PAIR DIA. DIAMETER PT. PRESSURE TREATED DIM. DIMENSION R RISER PG Cl-COVER SHEET PG GN— GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATIONS "G" PG A4G-LEFT & RIGHT ELEVATIONS "G" PG El -FIRST FIAOR ELECTRICAL PLAN 0WJ21 ADDED SOFFIT DETAILS M*121 CREAT8-0 Opr. ED E9/9Utl ADDED etOPE VENEER OFRION DISP. DISPOSAL BAD. RADIUS OF. DEEP RAG. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG DI —DETAILS STATE OF FLORIDA •�1• /��T /�•IC1 11 11 N�S1AI ►7 PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 ING DTL, DETAIL R.O. SOLD) ORE EXT D.W. DISHWASHER S.C. SOLID CORE EXf DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT, EXTERIOR SHWR. SHOWER F.G./FX. FIXED GLASS SIN. SIMILAR F.G. FUEL GAS SL. SLIDING PG D2-DETAILS PG D3—DETAILS PG D4-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS *7 FLR LKIM 62 SQ � WFLRLIM�3 IOm9 8fd FT WS TOTAL LIV2311 SCO. FT 429 SQ.FT. ENTRT 28 SQ PT. A.B. DESIGN GROUP, LLC. TarAL 2828 SQ.FT. FM. FINISH SL.GL SLIDING GLASS FLR. FLOOR STD. STANDARD PG WA4-WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL PG WA5—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTO, DR FOOTINHG TEMP. DOOR SECTION EMP RED GLASS PG WA6-WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA, GAUGE THK. THICK OAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB Fax: (407) 774-4078 O.F.I. GROUND -FAULT CIRCUIT TOY. TOP OF PLATE INTERRHPTER T.G.S. TOP OF SLAB GL. GLASS TYP. TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS P. BD. GYGYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE N.C. HOLLOW CORE V.P. VAPOR PROOF HEIR HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER IHFGUL�NT INSULAATION HT WD. WITH PG S1.2—FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL IIABILM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR wDw. WINDOW WL. WATER `tTIRRONN PG S1.2A—DETAILS PG S2-FIRST L17T BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A—SAFE LOAD TABLES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIING OR EXPLANATION IN ORDER TO BURR THIS PROJECT BASED ON TBDI DRAWING SST. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3—FIRST FLOOR FRAMING PLAN ELEVATION PG S3.IA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FIAOR DOWEL PLAN AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYe HAVE PIG S5—SECOND LIFT BEAM PLAN AND NOTES PG SS.lA—SAFE LOAD TABLES PG SB—ROOF FRAMING PLAN PG SNl—DETAILS PG SDI —SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR ASPECTS OF THE N3TItUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407.774.4078 www.ebdeslgng—p.— AA N: 0003325 Milli. fUNI)ry ad W2% ABBOTT PARK LOT #17 BLK #7 IPROJWTIP 04181.00 -17071 MODZU "2371-ENSLEY" GARAGE BWJXG: RIGHT PAGE: COVER SHEET %160 MPH EXP. C GENERAL NOM 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) UNO. 2, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANO/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 9ARAMMICARPOM 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES 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 X -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'A INCH GYPSUM BOARD OR EQUIVALENT. 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL I. ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALLIFLOGR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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.' PLIIIBEl6 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EX'ID NULLCONIOM 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 EKMINMF7MFE3E 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"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. m oso"mcoNsiguCT1011 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. WOMCOLM 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 1IC TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE MA PART OF AB DESIGN GROUP'S 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 BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ExrELM SOS m 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 m 5 IPR LTIMIV ea Loll BBOTT PARK LOT #17 BLK #7 OJECT 04181.00� 17071 MODEIa "2371-ENSLEY" GARAGE BWDIG: RIGHT PAGE: GENERAL NOTES 160 MPH E . C SQ.FT. CAT.C. S IST RR LIVING 1362 80. FT. 2ND F1.R LIYING 005 SQ. FT. TOTAL LKINS 2311 SQ. FT. GARAGE 42S 842. FT. E?m 28 SQ. FT. TOTAL 2820 8Q FT. @ © @ v PATIO v 0 H.B.3062-SW masj STAIR DATA @ 6 15 RISERS • 152, 4TREADS • 101 . p h S,_, CLa 8'•0' Qfa ® m 42' R 1/2 W1 AL 3_8•11 4'-6' 4'-0' 5'-11, 13'-0 go 3 -10' I i p s I - 1 O Y A "`D 1 1 O I eb 2868 SG 20 MIN FLAT HDR • �'-6' W.W. AFF. n . 1 1 I o • 1 BOLLARD AS REEL PER BLDG. CODE O f ®1CI�1 • 2P_ 1 6,GARAM e _ 2'-8 ' 8' 5'-4' 4'-91' 4'-4' iq V V. G BATHIrl VIC Only B' 0' Clb m II W-V G.G. p FLAT ISH HDR • H.B. (2)2068 APP. ; I6'-O'XT'-0'O.HD. 4 — •1• ----------- -------- 2 -S' 6 -O' 4 -4' 6 -1' m 6 -0' 2 -8' @ @ n% B ? n 0 sBBDROGb�42 Q 4 _4- 4 a FIRST FLOOR PLAN SCALE: 1/4' • I'•O' -2-8 LOW. 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 OPEN04GO BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN I WS' (35 MM) IN THICKNE88, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (3S MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE s ITS ATTIC AREA BY NOT LEW THAN 112'(12.1m; GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL 14AVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (TTW ED-) 3021 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 1123 SLTBDm dad LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 04181, 00 17071 MODEL: "2371—ENSLEY" GARAGE 8WING: RIGHT PAGE: FIRST FLOOR PLAN %160 MPH EXP. C r I' DDL Tor PLATE 0 :+1 (DWBARDETAIL 2• 1 I/2" HANDRAIL G 361— W/ 2X4 FM-W0W-'ING H4- TN OW R.00R OI..I t mQm FM see" bt1 LGDOaR TO cm w a)r')o' TAP000 - W O.O. MAx aTAOaR MD L"a" Lot IO-O K#" MR" W Ot MAX THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2, AS PER FBCR R311.1.8.2 NOTE: HANDRAIL ENDS SHALL BE RETURdED TO THE WALL OR TERMINATE INTO A NEWEL POST. -AV TIO GO PLO= dIJGD t t—wOCHM FGR NALL.ML aCIGDLL.! an � FLA/M pm aGOnli 14T aTlMtlbt TO — — som HALL.-O V Rd mm 4pWDE f>! LLTIII LN aR [L LAM M Q aw FLIsom OR 0) LATGIM OP W4- M! N.00R FM UNAL IW%POR GOLD HALL.a-1 s RGeIM - va L N TIMADa - O' C a NOBMG WO= TIMADa V GLAD -LO APHO"da& FL-4ON OR N NOK AR • OLO L & l•� lWnaRADaD aNAN[ M T)-OOpa OF 7"KINN LM RMWOROW - FA sacm DN P.T. TO Lm &"* am aG' aM aLM w (a) lad as w ud NALL.a i--a- OO. M#Aaw to A OSTAIRSECTION NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1i't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 80 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 CHANDRAIL SECTION �HDR._ DETAIL 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 U F etMDXV. as LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 041 1,00 —17071 MODML: "2371—ENSLEY" GARAGR BVIMG: RIGHT PAGm: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C cV-2- 4'-6- (2)3052-&4 3002-SH W-W CLGL TO IST -on 42' 44. wo- V-V CL& IP 1/2 UALL ILV CAP 2.-5., 31-01 W-4- 4'-0- 151-5* WDIt Wit V 0 I Arrr- I Vic WX 0 syn r-w aA DEMME V-1v CLCL 0 ;r LAUNDRY W-W CLCI m IC, iTvl j 6 V-91' -e BM #3 BAMA V-v CLrA Vic 5--3- 4'-4' 2040-bW (2) 3052-8H fLINE ECIMM Or j D! WROWN IST FLOOR W-0 CIA (2) WD2-W 1k ECAWM 3'-4- 10'-4- 25 SECOND FLOOR PLAN W.4M V4 . t'-Fr'- i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774 078 www.abdoeigngroup.corn L AA #: 0003325 4 119M %gill. J o W w 0 0 X as Will ABBOTT PARK LOT #17 Ito' 04181.007-17071 mopra4 " 2371-ENSLEY' CIARAGE BVMCG: RIGHT PAGM SECOND FLOOR PLAN 160 MPH . C NO as 9 RUAT IDATM 05/05/21 8CALM: 1/4"=l'—O" 81MMT A2 !I 4 119M %gill. J o W w 0 0 X as Will ABBOTT PARK LOT #17 Ito' 04181.007-17071 mopra4 " 2371-ENSLEY' CIARAGE BVMCG: RIGHT PAGM SECOND FLOOR PLAN 160 MPH . C NO as 9 RUAT IDATM 05/05/21 8CALM: 1/4"=l'—O" 81MMT A2 !I as Will ABBOTT PARK LOT #17 Ito' 04181.007-17071 mopra4 " 2371-ENSLEY' CIARAGE BVMCG: RIGHT PAGM SECOND FLOOR PLAN 160 MPH . C NO as 9 RUAT IDATM 05/05/21 8CALM: 1/4"=l'—O" 81MMT A2 !I 24'-4' BLDG. W.T. 5 PYFION IS'XS0' DECORATIVE &4U"ER OR EQUIVALENT 11'-4' 2ND FLR BRCS W. -- IIII O �_ �C1AllIIII �� �■ ■■ „ II�� ■■ I■■ IIII _'. _ IIII �■ �� IIII _ " b' RAISED BAND (TYPJ 2ND FLR -- BIB's. THCs I.C. FYPON AT18')(63' DECORATIVE SHUTTER OR EQUIVALENT 4' RAISED BAND (TYPJ b' RAISED n BAND ,i9'-4 3/4' -----'------ _-- ���w2Nr>LR. OPT. COACH L04T FRONT ELEVATION WAX, 1/ . O 71157n3lew PRIew .fl __A_- ]Il—_NI�__q -0' FIN. FLR ------------------ 024'-4 OFF RIDGE VENt 12 6 OFF RIDGE VENT TYP. 11'-4' 2ND FL2 I I { I { I { { I { 9'-4 3/4'�, { { 2ND FW. FLR —_-- .-----'-- .....---- 8'-0' BR's. HST. { { 4B I ) I 1'1'P. { I { I � I i I I I I I I 0'-0' FIN. FLR. REAR ELEVATION 8G : i/4 . V-W TEXTURED F ISH q,B 1'-4' 2ND FLR 9'-4 3/4' —_ 2N� D FIN FLR. 8�- 0 LG WGT. -' _0 -0 FIN. PLP- AREA OFATTIC = 165D SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/30D REQUIREO VENTI LATION AREA 165D /300 5.50 VENTILATION AREA% SO, INCHES PER FT. (144) 792 SO, IN. MIN. REQUIREOVENTILATION = .5% 792 IN UPPER PORTION OFAT11C = 396 SQ, IN. OFF RIDGE VENTILATION AREA - 115 SQ. IN. PER VENT 396 /115 TOTAL#OFVENTS REQUIRED - 3.44349 TOTAL#OFVENTSPROVIDED - 4 'AREAOFATTIC ISTHE PENMITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WAIL, NO OVERHANGS INC W DED IA' THICK, 2 COAT COMI NT PLASTER APIM-ED DIRECTLY TO MA6ONl1'- 4'x4' QIN-V. 'L'-TYPE FLASHING SET N INN2elAYN04r AG PER FDGR SSSJL ROOF SMAT14INM TNKMM AS Pee SHORT SNL SECURED Pee A"TEN N ackeDULC SMPGON LW-26— Oe RDOP 6LOPE� eLevaTrul MN. VW' ODD S eATHNC. OUMET TO M ONCL40P TO 2X6 MEMIMM IW Sd NAILS a' OP- • PORMOTER SETSON LUG-26 IW (4) I0d'4 TO LEDOER AND (2) IOd s , '2X6 SIT PT LEDOFJ! IV V/'xb' TWWA = ROD 32' OG 4 WTMN 6. OF EACH 2X6 GYP rT LEDGER IW IR'xe' TH IEADlD ROD 32' O.C. 4 WTHN 6' OF EACH END MAX GET N 611PSON MIOH 6TISONOT14 64-4w 6' MN EMEED. CHAHHEL FOR SOFFIT OVERHANG DETAIL W42RAUDOP HOOD TRUMES a 24' O.G. SUBMIT SHOP ORAWNI08 SEA12D 6Y MIOFESSIONN. E4264" FOR RlVFeI A AND C.ON7'!N76 PLYWOOD 6HEATN#id SEE STRUCTURAL RoaPNm MID F9 ASFJNO Gv DRIPS �-� � /W w�alM soar Pee I•E+Ie uwRRMNIEE FlCial®'19JiG uleAr FAGGA WITH EREAK I ETAL �mo SIAM 6:2. 2x6 WOOD, PAGOA SEE GTM=AML FOR PASTB•ERG VIE•(IED 60WIT PER ATTIC CALC'G IW TWICK, 2 COAT COW PLASTER APPLIED DIRECTLY TO MAemw RAISED TR6I MR ELEVATIONS 2ND FLR WN2M PER PLMN cB:) MAKE SOFFIT DETAIL i 2' I , BAND I DTL. �rA ft I 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 Y BLJHDIV de I,OT ABBOTT PARK LOT #17 BLK #7 PROJ>QCT 04181.006-17071 1[ODffiIe "2371-ENSLEY" GARAGE BWWG: RIGHT PAGR: FRONT & REAR ELEVATION "G" 160 MPH EON C DATM 05/05/ 11 BCIILE: 1/4"=1'-0" spat T A3 G 1 i 11'-4' 2ND FLR. BRG F�CaT�---�---- W 3/43/4' 2N1 FIN. FLR.9--�^-^ 8'-0' BRU. HUT.�6 � ENTRY-9----^--- 0 0' FIN. FLR.g ---- LEFT ELEVATION °.+GALE. 1/4 • I'-0' TEXTURED r5liew OFF RIDGE VENT �S 2ND FL NUT.R I 9'-4 3/4' --- 2N—'� p FIN FLR. CLU. W.T. I I ''may I FIN. FLR. 0'-0' i-l'-4' 2ND FLR BAUHUT$--- ,�-------- ABRs� �TFLR. II 9'-4 3/4' 12 N "' I I 9'-4 3/4' 2ND FIN. F14,0-^--w r1 ----------------- ------'^-^- ---^----- 2N— N FLR. B'-0' BIB+. 1 To --- I I --"- • ENTRY -^- ^-^-^-^---^------.-------- ----` I II I �I II RIGHT ELEVATION 1/4 " V-0' TE F1NI8H 1441 N. RONALD REAGAN ]BLVD.LONGWOOD, FL 3275PH:407.7744078 FAX: 407-7744078 www.abdesigngroup.co AA #: 0003325 F 8unDiv. & IAT1 ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.00 -17071 MODRU "2371-ENSLEY" GARAGE BWZNG1 RIGHT PAGE: LEFT & RIGHT ELEVATION "G" 160 ACPH E C DwRTM 05/05/21 BCALE: 1/4"=1'-0" BiiEET A4 G ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES —e 176V OU TI.V 20 AMP $NICE PJOLS Dov am" wv e7UT w H 42P OU m ONBD TO NOTCH am Iov OUTLET EOIAP® WA3ND F.YI. IGOWAM TYM nM Ow"Xr (4) amQO wom7lo1 D�a -td- DR. WATINIICOP OU%v 4WIAO MILT NINItlaMltt GWITCH &ITCH 3-my 42PER &WITCH 4-WAY GPM f6 . '' 0 Law tl CELNG LIGNT © LED CLO LIGHT ®vp LM VAPOR FROM LIONT OVP VAPOR PNIOOF ull"T OPMCMMM CAN e~-MN 1CM rmm in. V DaLIaIITLJONT I QM PER NIi R. PMU M (BPECri F N 24 KLO WNAP ® L ARCUO ( ) l F2YTJ �J o' n. k24MBC W 4'RAWPOBCMIr p n0 c 4' 71afX LkINT PANT L MERR OSD. INCItE MMMOR YI I w.t tlMLL aHax oEIEClf"w IDR Irl{& ® DO W. comes BIIaLL N A DRTANGE OF NOT LW 71l44' PROM WALL P'lDAIT LnWr LIB NATURAL 4A& aLnljff ► TELM%I" JACK 1.46 WA7MR HILATIe DINCpNECT AIR oRDGPBrer fflow N! AH, oN FE TM.EVRION JACK O J.1004 am 1b 1R—... —N ACCORDANCE BP tFO MAIS®M Nua4 FOR TO 13E BIYPORrSD N CELNS ►ANLANT ACCORDANCII 2V OM MAIRM M SIfi4 FM INIMICTION p`ppJp 27NCMONCMit Lk Wr 07W %' NCiM PBICW Ana LOW 61111P nnnnenne AJ LIONT BTNP lLOOD LISNT 12R GECUITY IQ7PM P!. PWN-ORTOII PCR GAT& IRS PORT • LOCATION OP TV JACK& 4 PHONE OUTLET& 4 PANG TO M VNINMIED • WO E0OlR PIE-CGN&TitUCTICN • ALL 5 4 20 AMP BRANCH CIROST& TO EE AM FAULT PRDrCGTlD PER ELOCT ICAL PROVSION& CP I'M T'Ri EDRION r2ow) a NBC 21 ftm wn lone L • 20 AMP DEDICATED LAUICWr CNM=. • 4R • BLAND (NOT ON KRCIl1 CIRCUIT) • DIM4RNGIER DISCONNECT TO BE LOCKOUT N RAQ + BATHROOM EW"T PAN TO NAME MN. CAPACITY OF be CPM NTIVINTIONT PER ENCTIECAL PROVINOIM OF SECTION MBo'13 PEtJe xu P�4eaN r2e2et • LAU DW IWOM NEI�•TAGJ3 GWALL BE GRpB4D FAULT 4CSRCUi-tTEEE3PIER PWDT207M POR ON PMEDOM • IRN6 SNALL W NCN METALLIC CAELE PER ELECTICAL PROVISION& OF t nee TTu m r2e)2Rt • ALL WOW TO COMPLY WITH ELECTRICAL PROVOCNII op 'ALL ----'- E RT NWLDQ •14D tie OP • •_• �•'- 47a'r is i,RWay ENr�JNr TTIb! Diu MO Lwm 1 - - - RM --� IL — PANTRY 'v I DM all To _ 61C 8 ucw —� FIRE I- CLG PAN � I i GFI /'- Nqp I --- I L OUTLET GFI • 44' GFI 44' O FOR v r I AFF. AFF. OR MICRO v _ _ I II - SOLL� A6 REQ PER 1 U 3 HILDG.CODE GAI¢4GE `� DOOR �7 OI� II �� GFI II -- GAMM KEYLE66 FIXTURE L --- _ -- 6/CO GFI GARAGE FOUR I III ® DOOR REUE FIELD WHO I III � 1L LOC. m , GPI IRRIGATION --------- OUTLET • 46' AFF. -------------------- i D. WP `` I OPTco;. Cw GPI i I �`_ -�-- �. / LIGNT RmY —_ P.B. FOR PRE-WLED C4M S CLG PAN FIRST FLOOR ELECTRICAL PLAN 4' " '-0 PANEL: A PANEL: 42 crL breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#20 Cu THWN&1-#6 Cu(G)in2'C. OR 3-#4MALTHWN&l-1T6Cu(G)in2'C. Wks peas BM D Watts Ct4r0 ch.* Wft Dbee Niw ow pcoo Wks 012 1 20 S d 15m 1 2 eom Range 50 2 a6 iew 3 4 012 1 20 SmY ApplsMe ,sop 5 6 4500 WOW Heeler 25 2 010 7 8 012 1 20 DininaRocapladeaMCI 1500 9 10 12m Di .1 GFI 20 1 212 414 1 15 F III Fbs Hall /Stairs MCI 9m 13 14 50D0 Drys 30 2 a10 914 1 15 momn Uahts I Psr*v I D MCI 900 17 18 1 1 5DO We&- OR 20 1 212 014 1 15 P✓JDRISK* AFCI P0p6 Bed AS Both A am 19 20 1000 Garsoo Door OpetIc, GFI 20 1 •12 NY 2nb Fba l 8.d.3 rr.wh Cbe—1 21 22 014 1 15 Bee 22f Ls MCI 120D 23 24 900 Bea a1f SD's AFCI 15 1 a14 25 28 a 27 e 31 32 33 34 a 35I Isme 37 3B Is— *6 1 2 1 60 NC AIU-1 i 1fN 39 41 40 42 4400 fCCU:1 —CU-1 40 1 28 ftbr Demand Factor Calculallow ABBREVIATIONS AFQ ARC FAU-TCIRCUIT INTERRUPTER NC: NON{OINCIDENT LOAD GFk GROUND FALLTINTERRUPTER robs load mtlect to demand fact 54400 RamelNn Mtabt 40% 17780 Ta N K bed 12 1 1776 LOAD CALCULATION 15 BASED ON A/C NOWCONCDENT LOAD Tat.1 v,Ys / m wle 127.1 General Lighting A Rece p tact& Load Tottl A!C S[ Mro Feat 2828 Oensel Lta 8 3 W f . Ft. .4 w-Hem 19 at 66W/Lia ht at 100% 1 1 123 (3erlsal 1 1 9719 Ckt attslck Total watts I 1 uenn a a11. PA— 10 Oe 9721 9719 I LED LIGHTING @ SINGLE LAV. BAH 42 . Iti CU N 2' CONOWT OR 3 150 AMP ELECTRICAL RISER NOT TO &CALF. COMDNATION SERVICE OmcoweCT BITCH AND GoomAL NORM M BECIRMC r'!}aR N A. ELECTRICAL MATE IALG AND N&TALLATION , &HALL NEMA 3R ENCLOSURE CQt'PLY WITH ELECTRICAL PROVIGIONO OF TPE MOCA VU �1L@117E702 LOCAL DOOM AND ALL LOCAL PCIIER COMPANY IR@'!NT& f�1 a ALL COPOUCTOR& [MALL BE TYPE TBS4 i-M U' LM I • ' "'� NOW O NIfflu E. 7M ALUMINUM (AL) N 2" DIA BCWECUA W PVC CONaWT UNLESS SERVICE U PROVIDED BY THE ELECTRIC Op'7PATIY. COORDNATE ITH TIM ELECTRIC COMPANY PRIOR TO DID. T � NOaVICIR �TM.EVRION ENTRANCIN mQuill 'Elr Y CANA I541B9'ENT TERMINALRMl'AT 00NDB46 lIO LOW AGLTAGE ca4NECTIONG 1 A4 CU SEWAGE GR013JD CCN'ECRD TO GONGRER ENGAGED FOOTER GTEL PER ELECTRICAL PWROvE1014B CP THE PeaR TTH DW X S R LONG COPPER CLAD t WXM ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003326 gill NASA f9VHDIV. & LOT: ABBOTT PARK LOT #17 BLK #7 PROJM' 04181.006 17071 MODEX,: "2371—ENSLEY' cwRr►aE >lwmG. RIGHT PA03W FIRST FLOOR ELECTRICAL PLAN 160 MPH E C DATA 05/05/21 BCAL87: 1/4"=1'-0" E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MY OUTLET W ANT SMX POLE FNov ounst IIM OUTLET TOP Ounw ump M OW04 an AbV OUTLET VINWANT TYPE) 270V OUTLET 41J Wq cowa= N Na LTATwRDOP ouni dAWM rAILr am=" *VtCH D-"Y OF'ER "TON 4-4WY OPER WALL MOUNTED LNNT OEILRK LltSiiT O LED CLO LWAO ONp LED VAPOR PROOF LINT O VP VAPOR PROOP Lmu OQ T CAN vow VAN 1 CM Pot ea ". slit IUN YN.ItMIT I CM Pmt aO. R. roman (tPE6 7ED NY ® T!-EU.N URAP AIt011D t � L A1tOUb i61i? 1'NTJ �-J R' P1.UOItMC/? 4' FLUOIMaCBN[ p CO C 41 TR49K LINK PANEL METER e'IOTa DETEaam Scut �OySD. L.J majDl7f�OTat IY.LIW ® D�C.C7 OmEOT01t Cam tF OE A DN� OF NDt Lpa 7N1% - 4 NQ` PEDANT LIN ? WOLPAL AM aLrLfft . Twirw" JACK UV.IR Nl ?mt ONOON I CT AIRP Do OONiCT uE AM ON FQ TMJYNION JACK ULM T OX JQ J•NCOi TD ON ePM•01[I® N ACOAICANCEOOt S As uCH TtNe CELMN RA-AJd T A.M.A.IDtU alai MAN CIP M M1CH NOR porn u NcwDNNcsir LwAa etRIP nnnonnn W NCADLaCNIT LOW 47" A 4 Ar.Y.MDiaOINT WSW sTRP FLOOD LINrt KP OPT. attaAeTY "E"AD • Pa PUNFMIRON AM 04PM Um PORT • LOCATION OF TY JA0% A PHONE OWLEM N PANG TO RE VERMIW A NOMEOU► M PNE-c010TRUGTION ISTN& • ALL N i » AMP NRAION GROUT6 TO a ARC PAWT PROTECTED Put ELEC71tlCAL PROVNTaia OF PEM YrN edtloi rse�si .Nee zlsn fA"T EDrtle,l • AMP Y CttG7c"ww • O AM (NOT Kffcw KI1l'TO 0 ASHOR WrI NN • DNMIIANlR TO l LOCK,J T PANEL 4* MIN. C MN, CMAOtfY OF )0"*T PAN A 1 DO411NT P.AN 11D W • NA'al" TF !!O OMM EiillIMTTmo PER ELECT1tlCAl. PROVINON! OF W 6ECTION mmou ,am mMTOMN r'Jetl1 • LAYbRY ROOM RECEPTACLE ENALL OE OIt011D FAULT C FlCW-"n"% jwmt PROTECTION POR PERSONNEL FISPNM • WPM 1l7HODON !HALL EE NON 1'E'TALLIC CAILE PER m.ECTFOCA. PROVN ONS OP Meat M m] 20" • ALL WOW TO CO -PLY W W ELECTONC L PROVING 0 OF 1'Ni �Jt YTI.1®tNne3 • as D! Lawron t NE WN[OY EfRC�If TYPE AmENENSY SECOND FLOOR ELECTRICAL PLAN OC.0 - V4' . P-O' LED LIGHTING ® SINGLE LAV. BATM A3 LED LIGHTING ® DOUBLE LAV. BATH 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 wvvw.a bdeaigngroup.com AA 8: 0003326 ONE l Ii16 is axnmrv. ea LOT: ABBOTT PARK LOT #17 BLK #7 PIROJWTIP 04181.00 —17071 MODS "2371-ENSLEY" GARAGE 971DPG: RIGHT 1PCOND FLOOR ELECTRICAL PLAN 160 MPH M. C FIRST FLOOR PLUMBING PLAN aca..e: V4 . r-m. PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.mm AA 4: 0003326 A 4 SUDDIV. & LOT. ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.006-17071 MODEIA "2371-ENSLEY" GARAGE 8WING: RIGHT PAGES PLUMBING PLAN 160 MPH ER. C DAATj& 05/05/21 SCALE: 1/4"=1'-0" P1 2X4 TOP PLATE PLAN IV PRE -PALS TRUSS I/Y Gl.C4. BOARD IR' DRYWALL. —'_ SECURE BT. 1r """ 24 PLATE TO BLAB STUDS 024' aY Wd MASONRY or NAIL • 32' OG. MAX FIN. PLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE TYP. INT. WALL NON—BRG. D' SCALE, 3/4'-P-0' PIBERGLASS SHINGLES WITH UNDER-AYMENT AS PER POOR SM11. ROOF SHEATHING THICKNESS AS PER SHEET SNL 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 0/8, GYPSUM ec OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 03 (2) COURSE DO NOT CUT THE BOND BEAM REBARS _ PIPE THROUGH BOND BEAM D1 SCALE:3/4'■1'-0' SEE ENERGY CODE POWs INSULATION R-VALUES REI RENCE STRUCTURAL --R-4.1INSULATION WINDOW ATTACHMENT �SP PER MANUFACTURES r— SPECIFICATIONS I Ir �SSTIRWTURA Ix2 P.T. PURRINI's— STRIPS • 24' O.C. b' CMV 1/2' GYP. WL DO. - WOOD BASE — 0'-0' FIN. PLRlL VV a n W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH L940MAYM -W AS PER FDCR WS.I.L ROOF SHEATHING 114I010ESS AS PER SWEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL DRIP EDGE 2x PASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY J 0'-0' FIN. PLR. "• ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN 4•` ' ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 160".1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCIR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM 0486% TYPE III OR TYPE IV UNDERLAYMENT. so row 6" w 9 GAS LINE THRU BLACK PIBEWSLA86 SHINGLES WITH UNDERLAYMENT AS PER MOM 905.U. ROOF SHEATHING THICIOdESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI PRE -EWE GABLE TRUSS DEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT—L— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRAL. S' CMU 9' V 1NIOK. 2 COAT - PORILATD comow Fl.A*Mt Ammo o"Im L7 M I'WON M imm 3__ GARAGE DOOR JAMBS Dl SCALE= 1 1/2'-1'-0' i-2X4 SIFF 24' O.C. MAX. SECURE UL/ (2) 12d NAILS • EA. END 2x BLOCKING SWUM TRUSSES --PER STRUCTURAL. DETAILS— STI TRACK AT ALL UPIQ04 PER STRUCTURAL DETAILS PRE-ENG LLO.TRUBS STRUCTURAL. RAT ET SECURED FERJ� BTR.IC7URAI- DETAILS JJ/ SEE ENERGY CODE FORMS FOR INSULATION R-VALIES PER ELEVATION \ 5/8' GYPSUM BOARD OR I/2' HKoH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1SEFERENCE STRUCTURAL -bd P.T. FURRING 67MPO • 24' OjC. 1/2' GYP. IUL. BD. WOOD BABE D TO P" Flat a wan I:Do FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.U. ROOF SHEATHING THIGICNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT THICKNE" AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SWEET SNI. PRE-ENG LADLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU _ 0'-0' FN. PLR a . a ROOF SHEATHING THICKNESS IS ~ ENGINEERED PER ASCE 1-16 IN a •, :.,' ACCORDANCE WITH FBCR 2020 4 1TH EDITION, SECTION R301.13 AND 16095.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF p� SCALE. 3/4'.r-o' UNDEIRLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE F5ClR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. i N. RONALD REAGAN SL LONGWOOD, FL 32780 PH: 407-774807E FAX: 407-7744078 www.abd'asigngroup.com AA 8: 0003325 53 lb BUDDIV. as LOT: ABBOTT PARK LOT #17 BLK #7 P1P.ojm' 04181.00 —17071 moDRic "2371—ENSLEY" GARAGE 1lIWMG: RIGHT PAGW DETAILS 160 MPH EXP. C FIBERGLASS SHINGLES WITH UNPERLAYMENT AS PER FBCR Wb.LL ROOF SHEATIAINds THICKNESS AS PER SHEET GNI. SECURED PER PAS11MIlt PRE-ENG WD. TRUS0__ 24' C.C. MAX METAL DRIP EDGE---- 2x FASCIA PER--"' STRUCTURAL AS PER MCR wb LL ROOF SHEATHING THICIOM66 AS MR SHEET SNI. SECURED PER PA0,70-M SC44EOULE PRE -EMS WD. TRUe&_ IfFELEVATIUN 24' O.C. MAX METAL DRIP EDG6- 15ATT NSULATICN REFER TO ENERGY CALCS FOR VALUES 2x FASCIA PM--/ BOARD OR 1/2' 404 STRENGTH ELEVATIONG, --5/8'GYPSUM L C& 150AWD IWW—/ IX2 FIRE -STOP SOFFIT R-4.1 NSUL. RENCE—/ STRUCTURAL Lu Lu IK WINDOW ATTACAMEM AS PER MANUFACTURE& SPECIFICATIONS 15ATT INSULATION REFER TO ENERGY CALCO FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STIM9,16TH C4A BOARD bc2 FIRE -STOP 3/4' T 4 G SUBPLOOR 3/4' T 4 G SUISPLOOR GLUED AND "LED AS PER NAILING VV THICK 2 PORTLAND CJVIENT aAS PLASTER APPLIED J-H DIRECTLY TO w MASONRY aMASONRY DO FURL -STOP GLUED AND NAILED 1/2' T141M 2 COAT PER NAILING PORTLAND C&MENr SCHEDULE F`LASTER APPLIED DIRECTLY TO mkPER o PIPE -STOP D S SCHEDULE 4APER SEE STRUCTURAL SEE STRUCTURAL ]:EV7ATJCl%I I IrELEVATION S/S'GYPSUM BOARD —5/8, GYPSUM BOARD OR 1/2' HIGH STRENGTH ClX& BOARD ER OR 1/2' HIGH STRENGTH BOARD -7LEVATION Da PIRE_6TOP DO PIPE -STOP R-4.1 94SUIL. _LC R-4J INOUL. In' THICK, 2 COAT PORTLAND C491EW PLASTER APPLIED DIRECTLY TO MASONRY ml WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 4IMPERENCE STRUCTURAL lx2 P.T. FURRING STRIPS * 241 OL. a, cm 1/2' GYP. WL. 50. WOOD DA60 V2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP P.T. FURRING RIPE * 241 O.G. cm I Gyp. WIL. op. 00 BASE a.A . a. OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 5/4'-P-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www,abdosigagroup.com L AA#:O003325 Am ` tmDlv. a LON BBOTT PARK LOT #17 fA7 BLK #7 PROJECT 04181.606-17071 MODE", "2371-ENSLEY" GARAGE D'WMG* RIGHT PAGE: DETAILS 160 MPH EXP. J mm 2.T.. COMM OF DOOR HEADER SOCAN D W (V V2' X V J-01OLT WV W MK WIDEDM INT WV 2' X 2' X LW WASHER 4 NUT OR IV (2) V2' X V ANCHOR BOLTS W 4' MK M WIND! MIN WV 2' X 2' X IN' WASHER 4 NUT ■ ■ ■ TO ELK WV ® 114'TAPCONe I VY EMBED, V Or- 4- END DIST. I W, EDGE DIST. ■ ADM ■ 2X6 6NtA01t DOOR BUCK SLED LLV lb)V2' X V J-BOLT OR ANCHOR BOLTS. GV 4' MK E'IBSDMEIT, WV 2- X 2• X Vs' WdAWER 4 NWT. (V WTHN ■ 6' OF LOP. (EVE LY S'� BM ■ Iml lor NOTES. ALL ANCHORS 8644L BE N ACCOMANCE TO MANWACT RS" INSTALLATION INSTRUCTIONS WIRE WON BMIRUGTI" ARE MORE 6TRM6E4T GARAGE DOOR 1 BUCK ATTACHMENT \QV a cMML IR• DRYWALL W4 P.T. OR 6/4'X4' MK SECURE TWN U FIRA ME 4 Iht4' EXTEND I-V4' INTO P.T. NAILM BLOCK W/ W**TAPCCW DOOR CASING MK am" SIZE Ja MK HEAD SIZE 3" MN 1010EDME4T 1-V4' Umm V OF EACH END DOOR JAMB OR WINDOW 4 W Orl MAX SPACING ATTACH TO 2X PER MANFACTURE& DETAINS, NOTE. SHIM A6 WHIDED TO PLUID JAPE (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +8/4" OR +5/4" A W TO BLOCK +8 4" OR +5 4" 2X4, WE SECURE TO BLOCK WV 3A6' TAPCONS MK SWANK 812E J46 MK HEAD SIZE " MK EMBEDMENT I V4') WITHIN 6' OF EACH END 4 W Or- MAX SPACHM 2X6. = SEGUE TO BLOCK WK2) 3Ab' TAPCCW MK SH W. SIZE JO MK HEAD 612E 3" MK EMBEDMENT 1 V47 s.� WITHIN V OF EACH DO 1 W OC. MAX SPACNS. V2' DRYWALL 2X6. ® ❑ PX4' GROSS TO BLOCK P.T. NAILER WT2) 3A6' TAP -COW MK ad W eta J46 DOOR CASING MK HEAD SIG 300 MK 104080 EAT 1 VV) WITHIN S' OF EACH 00 4 Is' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V V) DOOR JAMB TO BLACK +1 1/2" r1wD1D011 TO BLOCK +1 1/2" 2X4. WE SECURE! TO BLOCK WV WW6'TAPCONS(MK G AHK sin J46 MK HEAD 61g Jm0 MK EMBEDMENTI VW) WITHIN V OF EACH EUD 4 W = MAX SPACING 2)(6. m GROUPS TO BLOCK WK2) 3/16' TAFCOW MK SHANK SIa AD MK HEAD Slag VV MK EMBEDMENT NT 1 V4•) WITHIN W OF EACH BID V OM 4 16' Or— MAX BPACM6. 2X6. m sROUE TO BLOCK WK2) WK2) SAW TAPCOHM P.T. NAILER MK SK44K 60E JO 1/16' OWL X 4' MK MK HEAD SIZE SM MK EMBEDMENT 1 V4') DOOR CASING WITHIN 6' OP EACH END 4 ■' O.C. FLAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MIANFAGT)RE9 DETAIL& NOTE, 6HBMI AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 15/16" f;NIMMff. TO BLOCK +i 15/18" 2X4. ED aECDE TO BLOM UV WW' TAF4:" MK SWANK SIZE 30 MN WEAR SIZE JIOD MK EMBEDMENT I V49 WITHN V OF BAC 4 END 4 0' OL. MAX 6PACM6. NOTE. STRUCTURAL 2X MUST BE 2X6. m ON OUT610E 4 SECURED am TO BLOCK TWAOL04 NON-STRUCTURAL WK2) 3/16' TAPCONS 3AW TAPOON MK 144' EMORp'MENt MO BLOCK MK SHANK SIG J46 MK HEAD SIZE WO MK EMBEDMENT VW) WITHIN S' OF EACH ED s' CH U 4 B' OL, MAX SPACING. Y2, DRYWALL 2X6. OiU PX4' SSCMWE TO BLOCK WT2) W** TAF'OOM P.T. NAILER MN 0SI0 ZE JDOOR GAe pOO2IG MK HEAD AD 6 J1W00 MK EMBEDMENT I V4') WITHIN W OF EACH E4UD 4 W = MAX E' DOOR JAMB OR WINDOW ATTACH TO 2X PER MVNUFACnl EB DETAIN. NOTE, SHIM AS NEEDED TO FLUME JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" 1TIND0 TO H1.00K +2 1/4" 2X4. ME SECURE TO BLOCK W113/16' TAFCOW (MK GHANC 61a Jos MK HEAD JM MR1010�EDMONT 1 1/41) W 41N V OF EACH ED 4 ■' O.C. MAX 6PAGNG. 2X4. NO GROUSE TO BLOCK W/ 1/4' TAPCOW (MK SHMK GM J46 MR HEAD WE AM MK NMK* IGB 1 V47 WITHIN W OF EACH END 4 B' = MAX 6PACMG. 2X6. ® 2X6. m SECURE TO BLOCK SECURE TO BLOCK WK2) DA6' TAPCOW WK2) V4' TAFr-," (MR MK SHARK SIZE J46 SWANK SIG Joe MK MK HEAD SIZE .Boo HEAD SIZE 3W MK MK EMBEDMENT I V49 EMBEDMENT I V4') WITHIN V CP EACH END V CTMJ WITHIN V OF RACE EID 6, Q"rJ 4 V' OL MAX 6PACINS. 2Xs ® ❑ �, DRYUL4LL 4 W O.O. MAX SPACING. 2X6. m V2' DRYWA L SECURE TO BLOCK l SECURE TO BLOCK lw WI(2) BAG' TAPGONS WK2) V4' TAFCOW P.T. NAILER MK SHANK SIZE J46 DOOR CASING MK K SWANK SIZE Joe MK HEAD 612E " MK HD EAWE Jac 1/16' OAK X 4' MK MK EMBEDMENT I V4') MK E'BSOMEIT 1 V4') WITHIN V OF EACH ENDWITHIN V OP EACH END DOOR CASING 4 W O.C. MAX 4 a• = MAX SPACING. DOOR JAMB OR WIDOW SPACING. DOOR JAMB OR WIDOW ATTACH TO 2X FEW ATTACH TO 2X PER: MANUFACTURES DETAILS, MANUFACTURES DETAILS. NOTE, 64M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +8" 2" ME SECURE TO BLACK W 3/16' TAFCOW (MK SWANK SIZE J40 MK HEAD SIZE 3" MK EMBEDMENT 1 V4') WTHN V OF EACH END 4 a, OB. MAX SPACN& NOTE, STRUCTURAL 2X MUST BE 2X6. = ON OUTSIDE 4 SECURED SECURE TO BLOCK THPUXIGH NON-67PUCT UAL WK2) 3A6' TAFGOI6 8116' TAFCON MK 1-V4' MK SHANK SIZE 30 E'BROMENT INTO BLACK MK HEAD an .BOO MK E'bSDMRNT 1 V49 WITHIN'' OF EACH END V CHU 4 ■' = MAX 6PACN6. , V2' DRYWALL 2XIN SEC13E TO BLACK P.T. NAILER WK2) NIS' TAFCOM CAGING MK Swua Sla Jos DOOR MK WRAP SIa I" MK SHIM DME T 1 1/4.) WT14N S' OP EACH BD 4 W Or- MAX SPACMa DOOR JAMS on WIAPDOIU ATTACH TO 2X PER NOTE, SHIM A6 NEEDED TO PLUMB DETAILS. JAMB (DO NOT EXCEED V4') 2ND 2X SECURE TO STRUCTURAL MEMBER WK2)Qd WITHIN ►' Q EACH END 4 6' TO s' OP. MAX DOOR JAMB TO BLOCK +3" Flu w TO Tamar 4HA" NOTE. OHM AG NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" �� A TO BLOCK +3 7/15" 2X4. ME SECURE TO BLOCK W/ V4' TAFCOW MK SWANK en J46 MK HEAD SIZE 3" MK E INSOM INT I VW) WITHIN V OF EACH END 4 W Cr- MAX SPACING. 2X6. m SEGUE TO BLOCK WK2) LOW TAPC.ONS MK am" SIZE J45 MR. HEAD 612E JI00 MK EMBEDMENT VW) WITHIN V OF EACH END 4 W Or —MAX SPACING. 2X6. m SEGUE TO BLOCK WK21 V4' TAPCONG MK'HANG SIZE J46 MK HEAD SIG 100 MK EMBEDMENT 1 V47 WITHIN W OF EACH END 4 W OG. MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 GEGBED TH OWU N NON-6TR CTURAL W*' TAFCON MK I-V4' EMBEDMENt INTO CLOCK LJ` V OMU V2' DRYWALL El P.T. P.T. HAILER j� PP.T.X4'MK DOOR CASKS DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTU 06 DETAIN, NOTE. S 4M AS NEEDED TO FLUME, JA1M0 (00 NOT EXCEED V4') DOOR JAMB TO BLACK +3 3/4" a IIWDOI► TO BLOCK +3 3/ " or• 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407.7748078 FAX 407-77440178 www.abdesigngroup.com AA #: 0003325 IRE S i g I Li BUDDIV. Ac LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.006-17071 11LODELe "2371-ENSLEY" GARAGE 8VWG: RIGHT PAGE: DETAILS 160 MPH E . C L ROLRAR NO qy= 1 J DAR jL. 05/05/21 SCALE: 1/4"=1'-0" >aL>mET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLM MANUFACTURER CATEGORY DESCRIPTION VEILS E CO EXPIRATION DATE 1147369 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/1021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1045&3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 20446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 114966S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/3112021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531620 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOFTILES 2020 FBCR 1Z/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 12/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 1Z/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2021 239SSA THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIOEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'0 SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC ROOFING ROOF VENTS 2020FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13292.2 JAMES HARDIE BOARD PLANK 2020 FBCR 1Z/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 23265.2 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/32/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.2 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLARIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 www.abdes ggngroup.com AA M: OD03325 6 /LTSDIV. JlIrO'h omm ABBOTT PARK LOT #17 BLK #7 ancw 0 1-17071 MOOD=, It 2371-ENSLEY' GAPLAG= sQIItol RIGHT [AGO PRODUCT APPROVAL LISTING 160 AH EXP. C D' 05/05/21 SCAM 1/4"=1'-0" • cmw D4 NSTALL FASTENERS (CLIM: bKIEt STl%W6, STAPLES) AS APPROVED RUILDSIO URAP REQUIRED TO SIGiIE SHALL ON LAP"M A MNDILM OF PM WIRE TO F UMI N S• • VERTICAL LMB (ROLL URO LAYER q ENDS) U S• • WMZONtAL LAPS. ALL SEA 10 NEED TO OE TAPED LATH VERTICAL LAP t0 OE P StUC� UeAr USTH FOR, MR SWAT14M TAPE eNS LAAY �aPE1� PREPOIayE CONT1a0L / — F TH S COAT CETTENt / / \ \ �qp METAL LATH FLANW OF CONTROL A HTS T Ski' SELF-ADWERIftFLASHM@'ORNE OE HARM TIED TO LATH • S' \ U RO LAYER 4, PORTPMER / \ &W-A96 OVER MINI OG. MAX (VERT.A MM DO PULDNG PAPER SELF-ADNOVER MEMERME: NOT FASTEN CONTROL JOINT TO / r nx IN . "rr,>< C,AT,a \ FLASHN6 COvO! APPROVED WALL EVEN P STIR EXISTS HOUSE WUAP. 1441 N. RONALD RL 32750 BLVD. OEYOND EXCl aT STAPLES UV APPROVED FETAL LATH PLASNNi Tn EXIUUD Oldie I•IPE LE6 FLAY SE USED TO TEMP BA PASM= *"I' (VERTJ OG. K �j( kr_X ( I 4k4' SELP-ADFERM ME9'DRN! L PH: 40-774.6078 eeClie r _X R-gSHS,N OVER APPROVED FAX 407-7744078 DRR'N SISSTALL 1- � AT SUPPOlCt1 NOUdE URAP W W W.abdesl ngroup.com YRO LAYER at ' — — �j FLASFIN. rO r1c1ffi.ID eNTO PIPE g FASTENERSOr- MIAX MAY STUCCO WRAP MEtAL LATH I AA N: 000a3zs WOOD SHEAT14M LAYER!►` CONT. MAP OF SEALANT I STUCCO uRAP I P THICK S COAT ce eNr PLASTER WLTR APPROVED FIOUSELRAP AIR . I FETAL LATH &SATP TYON OA)URIER OVER • '�. SHEATHSN wUss LA1 m! 4. POIerU,UMu . / Y2T !Y0._! 4� OItTPIDO! " e"rtia�r r�sare as is �e an rrr. �W WM PAPERWM LAYER at / - ---�•� , •' ..- GV. PNOH (SEE T`!P SIALL SceTlwu STUCCO wrAP w nk CLlITUSJOtIs .• M e' .' TO.' I upsAH SECTION S C ON NCOPITROI MrU(YNr� JOINTS JOINTS OUT SIiALL \ 1, Ezterar use o(porllerd cement Plaster oQ BTOPPCD AND shell comply wdh the appficeti0n AT EACH ..yu�•.msn,s m ro r m TWO PER A61M CIOi3 FLACED RAT MMAx W O S' 4 RM �l 1 wmPl�with ASrTlahng M C 1i1framing 4e, FUR _ 06 /FROM CONTROL JOMT ILFEN ar ASTM 1787. CONTROL JONT FALLS ON zo FPASTENINS FOR LATH TO DE NAILS ORS STRucTURAL STUD 2 WALE, 1 v2•.r-o• STAPLES N COMPLIANCE UV ASTM CW&b 2. UARE TIES TO OE (Na 10) 004.1S' WIRE S. OL0004 SHOW MAY HE IN ADDITION TO WALL STIRS REMIRED PER PLAN I \ 4 AW U LF•AD1lRIYa t'N" IORANE L 6 PLASNN9 = PATIN" UV FIOUSE 7� 4• VERTICAL LATH WRAPMATEItlAuoYEIl\ •A;�::�'�%�' it AFTROVED HOIISE } WOOD SHEATHING e.alSAr.P+i 2.cps"r.Fr. r WRB LAYER 01, :X304a.rtc :cTaw.Fr.e STUCCO WRAP (FRAME ONLY) Ap"Fr. cvow pt. a r" 1 .0 TOUTO� ® MoTro® y J• THICK, 3 COAT CEMENT PLASTER (FRAME), I!Y2 COAT L E G E N D CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB • O� C ' ROOFAUAI— SCREED i w,ReT�Nr LAYER 01, STUCCO WRAP) UUL P".OQ r(a ew. r TIMCK.S COAT CWMIT z S•X5' 'L' TYPE CONTINUOUS AL FLASHIN6.1 WRB LAYER 02 (1=ORTIFIBER —' —' —' —' — • — C04WPLA.A/RM(O1"? (NAIL TOROOFDECK, NOT BUILDING PAPER) URO LAYER -2, PORTPOER WALL SHEATHING) EULOM PAPER0"" awy) We LAYER R CAP SHINGLE - DO NOT NAIL, X-X-X-X s/ueeoSRAFnR.r.war) METAL LATI--! I.r r.AMM OF MMLOM oRXF INSTALL WITH ROOF CEMENT 4 MMT evHnty ac L.O ABBOTT PARK LOT #17 BLK #7 PROJIDC 04181.00 -17071 accnErr "2371-ENSLEY" GA1tAGffi lIQIIQG RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C STUCCO . FOR CMI ROCF CEMENT WOOD OR 1/16 " ZIP WALL 1 reuRA«.Xs I ROOF PER ELEVATIONS SHEATHING N. SELF-ADHESIVE FLASHING — — — — — — NOTE a METAL LATH: LATH TO BE PER SECTION �+� rrLr pR,�ia� ocR �* �r„LL R103.'1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PItu" 05/05/21 eMN0410°'6 VAU »"°"'°°" PER SQ. YARD (UTILITY OR NOMINAL DATA DRF 0 W2.VOLUNLAP S. '�"�"'"°" LATH DOES NOT MEET SPECIFICATIONS) ace` MKN aRIF °"" �'° O`AMY "L" FLASHING W .1 INSTALL 6' SELF-ADHERNG I!-`IEhBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES, OF NON -MOVABLE FRAME OF T1 E EXHAUST. SE��*r'Q OF FLASHING TO BE, L BOTTOM. 4. SIDES,, 3. TOP VENT CAP IS, TO BE SET N BED :- OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS, TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND .�r VENT -APPLY 6EALANT ALL JOINTS, AND INTERSECTICN6 1' APPLY SEALANT AT PERIMETER OF BACKER ROD NON-MOYAISLI FRAME AND 6=00 ALL ALk Y4 CAULKING a JOINT I I I I PER SECTION IMT BACKER ROD I I Eldwbr MIhYm End vimbR Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 926-18b. d5( r. Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, . STUCCO WRAP HOODED VENT k THICK, 3 COAT CEMENT PLA6TER METAL. LATH UPS LAYER r2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) :I SHEATHNG LATER N, CA WRAP LAYER 4, FORTIFIBER METAL LATH a' CM VINYL CASING BEAD W RAISED BAND x�' TPox�► 6' WIDE 6TRUP SELF ADHESIVE PLASHING, CLEAN MASONRY APPLYING Z FLASHING STAR VENEER OVER 801tATCFI COAT HORIZONTAL WEEP SCREED W STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (U)FR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/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 L5S. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) JiNpp _I V 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES I E SELF WOOD SHEATHING FLASHING UM LAYER 01, UNIT STUCCO WRAP PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER n, FORTIFIBER BUILDING PAPER SEALANT TOP 4 SIDES THICK, 3 COAT CEMENT WOOD BHEA11aMG PLASTER LAYER -1, BTIY-CO WRAP 6B DRYER VENT (BLOCK) > Ns' TO k' MID -WALL LAYER 02, FORTIFIBER BWLDNGPAPER WEEP SCREED Lf�glT14 /�AL CCIN�fRlCTION ANC+ � �� 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL tlWlI R • *I'Or- MAX FLASHING a' CAI BUILDING PAPER OVER 'QUICK WOOD FRAMED Toil-~„® ` FLASH' F_ — — — —) WALL A HORIZONTAL WEEP SCREED PIPE THROUGH / uiALl (FRAME TO FRAMU 6' HIDE STRIP SELF ��B I APP�YING FNISI1ptY i •MASO 6' SELF AD4E81VE FLASHING (INSTALL HORIZONTAL WEEP SCREED PER MANOR 8PEG6) (FRAME TO BLOCK) BUILDNGPAPER UNDER 'QUICK FLASH' (—AVENT PENETRATION SCALE: N.T.B. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD N, 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-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING STEP #1 APPROVED HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE .: ENTERS BOX, APPLYTO FACE EDGE STEP #3 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WRB LAYER sl, STUCCO WRAP WRB LAYER h, STUCCO WRAP APPLY 60 MIN SELF -ADHERING 9 - GRADE 'D' FELT ME7'IBR4NE FLASHING OVER SELF-ADHERINCs FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ C V. FINISH ....,. (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEW No (9) ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLV .. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.a bdeslgngroup.=n AA N: 0003326 MEN F aVHDIV. Aa LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.000-17071 YODEL "2371—ENSLEY" GARAGE B'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXE. C MAY Mi r-, D � 05/05/21 scALE: 1/4"=1'-0" 6EPUET WA2 Of WOOD BNEAT14Ws WRIS LAYER 1, STUCCO WRAP gpoD WRIS LAYER 42, FORTIFIBER CONSTRUCTION BUILDNC4 PAPER IK HAT C 4AMNEL i' THICK, 3 COAT CEMENT 'TYPE 'X' DRYWALL PLASTER 6' SAP. 6 TOP OF WEEP 6CREED TO 614EATWM BEHND WEEP SCREED WOOD SHEATHING 4' PODITIVE DRAM � WEEEP SCREED r ' WRB LAYER 1, STUCCO WRAP rr\` i' THICK, 3 COAT CEMENT ' `' PLASTER r t 6'SELF-ADHEREN6 FLASHING WRAPPED • TOP OF WEEP SCREED TO 6HEATHNG BELOW WRIS LAYER 1, STUCCO WRAP WR6 LAYER 7, FORTIFBER r`' M BUILDING PAPER �,:.•"•.f' ii'i4t±,-�`a'.p. 1 6' SELF-ADHMNG WJRD LAYER 1 ' J PLASHNo WRAPPED STUCCO WRAP jv / • CORER OF CANTILEVER AMID dM66-LLRt11C-T8® G1U6TOM rwaING BEAD _ 1 �' 4• POSITIVE DRAIN - WEEP SCREED NOFIE1 n ISFHOU! FOR CLARIFICATION OF SEPARATE ACCE86MM ONLY) CASING BEAD 10A DTL. ® CANT. SCALE, I IR'-P-V NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-541-14a, MIN. 2.5 L58. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION UEAT44ER RESISTIVE BARRIER 1 3/ I RESILIENT WEATHER RESISTIVE HAT CHAMEL BARRIER 42 YNYL CASING BEAD il, THICK, �3 COAT CEMENT PLAS 5/8' TYPE 'X' DRYUTAL.L METAL LATH WrtIEXTUIwW 4 PAINTED WOOD 8HEATHNG FNIS14 FEASTS( R9 GOAT CEMENT (2) 2xa HEADER 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL UVrEXTUtED 4 PANTED FMIBN i' THICK 3 COAT CEMENT PLASTER IN OF ONLY) WOOD CONBTRUCTTON .WEATHER RESISTIVE BARRIER 1 -WEATHER RESISTIVE BARRIER 42 i' THICK, 3 GOAT CEMENT PLASTER METAL LATH WOOD 6HEATHNG HEADER/BEAM YNYL CASING BEAD L NO GAP N FIELD (SHOW.! FOR CLARIFICATION OF SEPARATE ACCE680RIES ONLY) 11 RIP EDGE INSTALLATION FLA MBT� wm 0 CANTILEVER DRIP EDGE (2 LAYER !' X 3' 26 *A, LV. METAL DRIP EDGAGE Ft EEL S PEEL 4 STICK)— SET N FULL DIED OF 6' PEEL 4 SEALANT, K' MN STICK • DRIP SPACE FIt01'T DRIP ID" To DECK FACE TO TREX Ye GAP FOR BACKER I U1w T•4' P.T. OR 6R'ES.A,TED WOOD (TREY.) FILLER ROD 4 SEALANT YMYL CAWING BEAD CONTRUOM WATER PROOFING IN' U,EATHER RESISTIVE LAYER (2 LAYER PEEL f DARRIVR 01 6TIM WRAPPED PROM WEATHER RESISTIVE BALCONY_DECK To ......max x. BARRIER a 6' PEEL 4 STICK • DRIP EDGE TO DCCK-­�, ' 3' X 3' 26 GA GALY. METAL DRIP IV= SET IN PULL DIED OP P.L OR 60^IILA SEALAIiT. 11' MNRpt) FL.LER, SPAS PItO'T DRIP OUS FACE TO TFORSEALANT :EW/441MR81LENT WATER PROOFING 16t AYER (2 LAYL1t LAYER (2 LAYER PM 4 STICK) STICK) W RAPPIM FROM ILIENT BAl.CO4Y DECK TO AN4EL CANTILEVER ��3 COAT CENT ...-.,., A, METAL LATH WOOD SHEATHINS WREXMRED 4 PAWED A PINmw ttl'I PLA ICK-S COAT CEMENT VKYLCRiEE6 nEA2 UEE YINYL CASING BEAD pIp SAP IN FIELD (GHOIW FOR CLARFICA SEPARATE ACCROGORN BALCONY DRIP 11 EDGE INSTALLATI V% Y4 GAP FOR BACKEF ROD 4 SEALANT — VINYL GAO-i nEA2 WATER PROOFING 1st. LAYER (2 LAYER FBI 4 STICK) c 2LU'N SHEATHING EATHER RESISTIVE AE\B_E�R 1 E,4THER RESISTIVE ARRER n SAP. 'EEL 4 STICK 16-A3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT 1)S' X 3' 26 C.A. GALY. METAL DRIP EDGE SET N FULL BED OF SEALANT, IS' MN. SPACE FROM DRIP FACE TO TREX _ BAR ER RESISTIVE BR01 ARRIER �l EXTERIOR COLUMN COLUMN 6HEANM 6' S.AM lI xt'x3' 'L' PLASHNG FULLY EMBEDDED N 147 GEFEVT I Yj' X 9' 26 GA GALY. METAL DRIP EDGE GET N FULL BED OF SEALANT,IY MDRIIN. SPACE PROM P 1 Y4' GAP FOR SEALANT VINYL CAWING 6EAD LOFT. BACKER ROD. WATER PROOPING lot MODIFIED w LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CIi4MEL BALCONY DECK TO CANTILEYER VINYL"CASM peen -- i' THICK, 3 COAT CEMENT PLASTER 5/G' TYPE 'X' DRYWALL METAL LATH WREXTURED 4 PARTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP BCR�D PLASTER VIMfL CORl m BEAD (SHOWN FOR CLARIFICATION OF VINYL CASNG BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATIONS) COLUMN (W/"L" FLASHING) NTS WOOD SHEATHING WRB LAYER 1, — STUCCO WRAP LEGENIC DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO WOOD OR 111ro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING 2x FRAMING MEMBER COAT CEMENT PLASTER UURB LAYER 42, FORTIFIBER 2 In OQ BUILDING PAPER—� F FASTENED TO BHEATHMG .>;...VO.C. MAX. METAL LATH W IB LAYER 1, i' THICK, 3 COAT CEMENT STUCCO WRAP x PLASTER\ WOOD SHEATHING IS'SELF-ADHERING METAL LATH FLASHING WRB LAYER 42, FORTIFIBER BUILDING PAPER 14A ORNER BEAD C� FRAME DRIP CAP WINDOW FLANGE 22 1 CORNER 5EAD (FASTENER 4 SPACINCx A i' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 0 SHEATWIW-a WR8 LAYER 01, STUCCO WRAP WRIS LAYER 42, FORTIFIBER BUILDING PAPER METAL LATH LADED J' THICK 3 COAT CEMENT FOR PLASTER WRB'LAYER 1, STLCWRAP ' WRB LAYER 82, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 1rJB CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 aVHDIV Jk I4dT ABBOTT PARK LOT #17 BLK #7 P]%omc 04181.00 -17071 U[OD1D j "2371-ENSLEY" GARAGE 61"NCi: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C R05/05/21 1/4"=1'-0"A3 Yi GAP T7P i' TNICK 3 COAT CEMENT WOOD SHEATHING CTo RBEAD PLASTER L STTER LEGEND Ix TRIM MEMBER WRB LAYER 7, * STUCCO TO ulRIS LAYER 4, FORTIFIBER DRAINAGE PLANE (WRB STUCCO WRAP SIDING TRANSITION WOOD SHEATHING BUILDMG PAPER LAYER "I, STUCCO WRAP) SIDING WOOD SFEA7NMG WRB LAYER a, FORTRISER WRB LAYER 02 (FORTIFIBER — - — - — - — BUILDING PAPER i WRB LAYER 01, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x 77�WRB LAYER 01, STUCCO J' T SIC R3 COAT CEMENT ! WRB LAYER 02, FORTIP15ER scO WWR777777 RAP STUCCO WRAP i BUILDING PAPER WOOD OR 1/16' ZIP WALL b'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING VINYL ANGLED EXPLODED ' THICK, 3 COAT CEMENT FLASHING DW REING STICK SELF-ADHESIVE FLASHING — — — — CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD " ,;------ --------------------------------------- -------------------- ---------------------- ----------- J' THICK, DRIP CAP (CROSS SECTION) PLASTER3 GOAT CEMENT SEALANT WINDOW FLANGE STTUUC.CCYER 01,U RAP � %' METAL LATH \ VINYL ANGLED e�er°Do� TRIctION I CASING BEAD ?; sWro e�anaer. I }. ` .4, •tip ` WPM LAYER 02, FORTPI15ER r>:+ BAIw3e A BUILPj'W PAPER 1:.•: _ � -' �' ♦ i WINDOW FRAME WRB LAYER 01, FORTIFIBER \ x a LAP aorn '/ \� METAL LATH �� I / BUILDING PAPER ' THICK 3 GOAT CEMENT"L ; . ,l PLASTER \ RA04NM s �� 1 BARRIpe end i E-Z BEAD VINYL CASING I _�` / UNATHI RRMOTIVE i (W/%' FLEXIBLE PVC BACKER ROD) !TARTER GTRP b'SELF-ADHERING \I \�� �, esLLteDAM�A?€lar+a FLASHING DRIP GAP Fl AeNRa WRB LAYER rl, STUCCO WRAP, Ix r�A I am WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE '&am �' / � I 6' SELF ADHESIVE FLASHING � CASING BEAD ® WINDOW \; �0_RAFPRCVW & 15 C FRAME, W/BAND) .\ , 2X FRAMING D74MM wooD SHEATHING {� \, ""�R DETAIL BELOW EXPLODED SIDING TO STUCCO x FOR CLARITY ® BLOCK TO FRAME---------------------- ---------------------------- 9 TRANSITION -----------------------------------------------f ------------------------------------------------- Y4' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER \ WOOD SHEATHING METAL LATH: LATH TO BE PER SECTION % SEALANT TO WINDOW METAL LATH \ R103."IJ / ASTM C-S41-14a, MIN. 2B L85. 1 METAL LATH PER 60. YARD (UTILITY OR NOMINAL I WRB LAYER 02, FORTIFIBER WPM LAYER 01,LATH DOES NOT MEET SPECIFICATIONS) ; WINDOW FRAME BUILDING PAPER I STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING I WRB LAYER 02, FORTIFIBER eE Di 71YlCTION r' GRLr-ADMIRIN2 BUILDING PAPER i appp 6FlATHMp� ` ? �' THICK 3 GOAT CEMENT WRB LAYER rl, uEATieRRerIrTIVE /V-0, uBATMERRESISTIVE STUCCO WRAP BARRIER i�WARR R 4 TO LAP PLASTER I LLEATNER RE61rTIVE ir' MK ABOVE TOP I - E�AItllRR 4 / /Q Z' t'L.MNMO I � I WRB LAYER 02, FORTIF15ER xxpil P°1D"D BUILDING PAPER q E VINYL ANGLED M.A64 AOHdeNm WRB LAYER h, CASING BEAD : ; %°°HMa MATIMIN -2 STUCCO WRAP METAL LAtH VINYL CASING BEAD :=: erARreesTluP /��!EXPLODED I 6' WIDE PEEL OVER FLANGE4STICKTHICK, 3 GOAT CEMENTVIEW FOR PLASTERWINDOW FLANGE CLARITY) Q L I /� �� ^10, LAIP E-2 BEAD VINYL CASING 1 O1'mIN. ABOVE TOP m i 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) ■-2 eem VNYL CASM y x r' (W&I ""wLE PVC / u✓ooD TRm°�' R '\ MEMBER 01 BACKER ROD) RM APPLY FULL BED OF SEALANT BETWEEN r \ 1/ ; t w.ASNtn-'4D� FLANGE 4 BUILDING WRAP / CASING BEAD Cs? RAISED 'A \J� I BUtLWDRIAP 1 ry A BOR APPPWVIV SEALANT AND (FRAME) yBghM Whom +i WAINER RENITWE (H SGALE, I I/2' • i'-m'o0orTill e_z eeAo vuYL ur►� BA11R89e 4 640•Q 42mu Ei PVC DING TO IFRAME TO UCCO WEATHER PWM'n%lg ® FRAME BARREN -2 16A Ez BEAD WINDOW CASING 9 TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.a bdeslgngtoup.com AA M: 000332B x E 6 4 ij BL73DIV Aa IAT: ABBOTT PARK LOT ##17 BLK ##7 PROJECT 04181.006-17071 IWDELc "2371-ENSLEY' GARAGE 8WnM: 1 RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C D � 05/05/21 asCAum- 1/4"=1'-0" 8*1=T WA4 CAFE�H SETAMNINKEE%NO THEVENTMR ERLY 1", 8' AND 1O ALIGNED. VENT%PE IS SEALED IF UTUDA. NNIL IN PLACE SNOWN INFO VmN USING 1-1/4-TNILSATEACHCORNER.RODHNGCEMENT 6 SNOLILD SE AIMLIM M ALL SHINGLE EDDIES NEARTHE OUTER EDGE AND AROUND TIE ENTIRE P RNETERAS CUT OUf THE GOOSENECK VENT OPENNG IN THE ROOF RECOMAENMZIINSEVERE VE:ATERCOASTAL SHEA7HM0.S12E T1EOPENIWINACCORDMDEVMTITE CHAR! SHIMN. IN TIE EVENTA MECHAMCAL VENT FAN IS CONSTRUCTION ZONES. USED. TIE VENTOPEMNGTN{ACCORDANCE W1T1 VENT FANMANUFgCTATES PI%NG CONNECTION INS NOT-NOT 0o NDT alo mussEs oR RAFTIERs VAEN CUf11H0 TIE OPEHIND IN III! ROOF. RE� INTERFERING SHINGLE NAILS AROUND THE �^` PERIMETER DF THE OPENING SO THAT THE NAILING FLANGE OF TIE YEAR UY3 FUi TO TE ROOF SHEATiND. SLIDE THE TOP AND SIDE FLANGES M THE VENTM AND UNDER SHINGLES. ALLOWTEWO VENTFLANMSMLAYCN I THE TOP OF THE SHINGLES. IF re tl -- —^II o ROOF HOOD VENT DETAIL AFPRoym HaUEWIEAP QYM SWATNNO QYu ED sTw uuLL STEP 1 NAL M J~ P Imm SLL PLDd"M ASNaM DQ NOT MAL EQITOM 7-�7 PN STEP 6 T@7AORARLY p"-w A GEC HOINBIRAP f0 rj= Iw Im AL HMO POLO No1MEW N AT JAMMa 1 GLOM aILL R STEP 7 NEOPRENE %PE AND P/ER FIANDE ALION PL4WPM uY INT. !ORE OF a" ow. N'EWAMCALLY KOM RAMM � aT A Aan A.YNW AT TN T SATURATED FELT PLUMBING VENT DETAILS AIM L.' od. Yaa DRP CAP EOU WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 VALLEYCENTERUNE 38 "M VALLEY FLASHING HEAVER FEIT INESINERS IN UNMRLAYMENTNDLASENASPIV'T t-NSDFIXi AST 1T' BEYOHI ROOMM Y CENTERLINE CEMENTPED 11R AT IS DEOREI FROM VALLEY CENTERLINE bcm IT la TH! COWACTOW Il/rONINVILTT TO VWwr `O"PAAILITY °'LL Pm== NCDRMROOF VALLEY DETAIL MOWN~ a 4 as AP1,01wo 14MNMM Numm" Ulm ms"" CONMTRI wK 2. INSTALL ALL MATION" POa nAMFxTMEIa uwrm 1111-ecFICA7104 MI&AICS MAY REACT ADYMOMY F NOT COITATI" CLCAN *0 SffAL JAMB TO SILL JONTS WITH flee POLLOWMG COMPLETION OF 17 OR RETROFIT WORK REPAIR SCFEMB GWOUN SHALL OR 11PLEMENTED AT ALL WINDOW® WITH WAVINCE OF WATER INTIiIJSION MOW THE WNDOW OPENING •aMTERIOR FERN E:TER or WNDOW WITH ANr APPLY Cal WU fQ -A. GRALAARI RAW APPLIED PLAIN" (LANCO WARTY-GRAL RC-dd OR EOILALA GLOP! GILL TO ax E. PLAaHN1 AT NXTMIMOR AWMIM AM DOOR OMI Ma aFWI WE WTALLED N ACCORDANCE WITH MANIIACURVI '1 WALLATION NGTRICTIONM AND APPROVED M WO U OF MW WMA U N ACCORDANCE WTTFI PINIGMATION PWISFA,CTAlaM NGTALLATION AND PLAGW M MTRZTICN6. tMLF- M GRAI.AM MAY FWACT AOV"W&Y F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) &CALE, NTa 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-60 S8 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003326 summ a LOTS ABBOTT PARK LOT #17 BLK #7 PROJmCT 04181.00 -17071 ][ODEIi "2371-ENSLEY' cwwEewe>Q swixe: RIGHT ph : WALL ASSEMBLY DETAILS 160 MPH EXP. C fRXNT ATM05/05/21CAM 1/4"=1'-0" WA5 W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP DRIP EDGE ,P� I` 'VS' TEXTURED FINISH + WOOD I �% 2X6 SLID 1/2' TEXTURED FINISH + CMU / METAL FASCIA \� WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY im mcnAM D FINISH • WOOD, V2' TEXTURED FINISH • CMU METAL LATH `-WOOD SHEATHING OR cm WRB LAYER 61, STUCCO WRAP(FR mE ONLY) WRB LAYER 4, FORTIFIBER BUILDING PAPER (FRAME ONLY) ;+� RooFING �r DRIP EDGE METAL KICK OUT CO F'L>'4N B r—ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) -`�1 DRIP EDGE, I. OFF WALL (NOT INTO STUCCO) 'i/S' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® CMU 2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL t STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS h'-S' O.C. MAX. 2x SUB -BAND UJM'x4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND i DETAIL ® WALL WWKICK- OUT FRAME OR CMU FELT PAPER EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 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 or - DRIP EDGE 2x SUB -BAND W/04'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.00m AA 8: 0003325 W mo eUDD2V. So L0714 ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.000-17071 MOaEu "2371-ENSLEY" GARAGE NVU4G: RIGHT PAGE. WALL ASSEMBLY DETAILS 160 MPH EXP. C DRXNT A05/05/21 SCALE: 1/4"=l'-0" a�a'T WA6 ,,,-4" CONC. — TE-1 �o a c ma T� OP OF o + 4" CONC. SLAB a o I SLAB FM-16x18 �� 1 1 1 4" PVC' rll O CHASE I to F _ --- -- FM-18x18 END �I SLAB 1 11Z' i i I LL m to 1 v FM-18x18,-+�— i b IN I 33'-11" I� 1j eo 0'-O" FIN. ELEV. UP TO 2ND • FIN. CONC. SLAB FLOOR (FIELD I` #3 BARS VERIFY EXACT LOCATION)bo I T-0" LONG 6 ; W110"HOOK CWC-12x12 •1 18"D.C. — — ------ • — — — � — � 5 N - Io 1" PVC CHASEIll 3 2" b FOR ELEC. 8 OO 0 ISLANDN �— F�11111111,2 SIM. ((I�`�1 v FM-20x1810,-8,-8„ I pY = I 11 4 4 _ •1 J SLAB 1 1,2 18M e ' •1 F1-24X24 FM-16x18 — 1A 1 LL 4" CONC.I I N I I� SLAB „ `� 6.4. bn 16'-0" F1-24X24 2,-8" • I Iy .A31/2" I I c2 h pp � 2 LLJ bye j Im . i FM-12x18° c u U Ig 1A 1 p U LL + FM-16xl8 — Lis- I n FOUNDATION PLAN SCALE: 1/4" x V-D" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-O'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6, PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.81NDICATES #5 BAR, ®INDICATES #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 (M5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm . 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4XWlA OVER GENERAL 1 3 1l2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 17, CONTINUOUS 18" (2) #Us (+)0'-0' FMC-1208 17' CONTINUOUS 18" (2) #6s #51N CURB VARIES FM46x18 16' CONTINUOUS 161 - (2) #68 + -U' FMC-16x18 16' CONTINUOUS 16' (2) #5's #b IN CURB VARIES TE-1 B" SEE PLAN 8" (1) #6. #51N CURB CW-12x12 17, CONTINUOUS 17, (2) #6. (2)*66 CWC-12x12 17, CONTINUOUS 12, (2) #5'5 2) #69 #51N CURB F-24x24 24" 24" 16' 2) #5's 2) #6. FMC-20x18 20' CONTINUOUS 16' (2) #Ss VARIES FM-20x18 20' CONTINUOUS 18" d N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 1 4 F ounDIV. da LOT: ABBOTT PARK LOT #17 BLK #7 PROJffiCT 04181.00 -17071 moDzu "2371-ENSLEY" GARAGE OWD90% RIGHT PAam: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY e MONOLITHIC FOOTING Z : . � Y Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED � •• ► -r � ' — rf CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ,�.•►,; ' no. }T Q W SPACING REQUIREMENTS L) ►_- ++ _. 1►. T ':-..w--..'.p:._ • GARAGE DOOR m U J W e D K W Q :.�.1 :. y r FM W g j RECESS Ir N Z 8" CMU WALL O 8"CMU WALL I� CORNER BARS, SAME SIZE AS LARGER BAR r W W B' - 1 I IN FOUNDATION WITH 30" LEG EACH m �`oy +- •� .. TOP OF SLAB +-0' TOP OF SLAB O WAY AT ALL CHANGES IN DIRECTIONS I .,. • SO THAT THE STEEL REINF. IS CONTINUOUS '•I to y .. .., I "—r�� • _ I MATCH AMOUNT OF CONTINUOUS BARS : CURB FOR • • • EXT. PORCH SLAB 4 SEE BLAB SCHEDULE'~ BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) #3 18" • -. EXT. PORCH SLAB Il. VARIE• VAE E LAB HEDULE TOP OF GARAGE S E S SC "CHAMFER ILL ' of I .. ' CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' 7�0+ MASONRY"J: UNITS SET 1 AT ELEV: W/ 12" ISOLATION JOINT(WHERE"� 6" CHAMFER (2-STORY) #4 24" W/ 1/7' ISOLATION . • (I -STORY) CHAMFER (2-STORY) .: 01Y APPLICABLE) z r2 SEE SCHEDULE #5 30" JOINT (INHERE f • i APPLICABLE) Z 4. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36„ g FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #Z 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 @GARAGE SCALE: 3l4'=1'-0" ^ CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" 4 SCALE: 3/4"=1'-0" Z (1) #5 REBAR VERTICALLY WI CONC. U POURED CELL a 8" CMU zm g *4 REBAR 024" O.C. (CD CENTER OF STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND O Z O _ ZK w SPACING REQUIREMENTS �� ij 5, W J I 5 y Z I I NEW REINF. BAR O 0. SECURED W/2-PART g EPDXY. MIN. EMBED Q 6; > ' 7'CAPPEp GALVANIZED PIPE ( W �, 4• • WIFIANGE ®BASE Q Cl FOLLOW ALL MANF. m fV 4" CONC., REINF. W/ 2 SPECIFICATIONS FOR M _ USEAND I a Q • '1 #10 W o F PREPARATION OF O 8"CMU WALL N W MIL POLY ETHYLENE ET VAPOR BARRIER ON i%i (0 HOLE. Z M }, Z WELL -COMPACTED • J • CLEAN FILL TERMITE SECURE FLANGE TO SLAB W/(4) 1/4"X 21/4" ` _ . _ TOP OF SLAB X > Q 111 TREATMENT SHALL BE 4 7APCONS O} QQQ- I• SEE SLAB SCHEDULE •• S' BORA-CARE ,u.• a�4 Q' Q• Z Z ' f (2) CONT. #4 REBAR 4" CHAMFER (1STORY) g "ISOLATED" COLUMN PAD •' • f 6" CHAMFER (2-STORY) 1p .TI,• - CENTERED UNDER WALL AND ' ° .� POURED MONOLITHICALLY WITH �- • (2) #5 REBAR ON CHAIRS FOUNDATION AND SLAB SEE SCHEDULE 17MIN. DEPTH INTO Z W 2,000 PSF VIRGIN SOIL OR 95% FOR WxD, BAR SIZE Y AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL > COMPACTED SOIL I SLAB HEIGHT LESS THAN 3'fii' 'o OU PER PLAN ADDING BAR TO COMBINED EXTERIOR MONO - EXTERIOR MONO DEEP MONOLITHIC FOUNDATION FOOTING AND COL. PAD 09-0-� V FOOTING W/ BLOCK WALL SCALE: 3/4'=1'-0 SCALE'34"=1'-0 SCALE:34"=1'-0 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' �� AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING, SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT. PLANS FOR SPACING, SINGLE PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO BTM, PLATE TO BE PT. SECURE BT. PLATE TO BLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W110d MASONRY NAIL NAIL 16" O/C STAGGERED. W O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO y UPLIFT IS PRESENT. W UPLIFT IS PRESENT. LINTEL CON7. (TVR) ¢ SEE SLAB SCHEDULE 8" CMU FILLED CELL (TYP.) 01, ., SEE SLAB SCHEDULE WPOURED 2X WALL FRAMING TOP OF SLAB +- 12" DIA SIMPSON STB2 BOLTS S' ':a 70P OF SLAB 'a• MINIMUM EMBEDMENT INTO GROUTED C ILL, 4" FROM ENDS AND W O.C. VERTICALLY MAX �'# 'ai •• SEE SCHEDULE FOR WXD, BAR SIZE EQ. EQ. -SEE SCHEDULE AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY ��NTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO INTERIOR CURB FOUNDATION WOOD WALL 6QALe3/4'=1'a (NO UPLIFT) BLOCK WALL CONNECTION (NO UPLIFT) 11 ..ALE:34"=,'� .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 b rr TB C sxnmly as LOT: ABBOTT PARK LOT #17 BLK #7 P1t0j= 04181.00 -17071 Molum "2371-ENSLEY' GARAGE BWDM RIGHT PAGE: DETAILS 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE. 114" = T-T I N. RONALD REAOAN Bl LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 b 6 etTBDiv as LOT ABBOTT PARK LOT #17 BLK #7 PRO'T 04181.00 -17071 Moaaz4 "2371-ENSLEY' GARAGE swans: RIGHT "'FIRST FLOOR DOWEL PLAN 160 MPH EXP. C DARTJc: 05/05/21 BCALID: 1/4"=1'-0" Bills ' s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. Z ,. a. ..•. ... • - 'i 0. .. ' a. TO HORIZONTAL REBAR W710" HOOK r e. GROUTED BOND BEAM VARIES PER ELEV. Z b 4 '4.. a i 5 • ( •° #SBARs S O FEll`0 10" HOOK 4— la- •�. w Ell. ,�-j. • .a . .••,; '•.,• ".�� :! ��'4•• - p CLEAN OUT REQUIRED �,-0„ Q FOR INSPECTION m �c O 0'-0" FIN. FLR. 'tea TIE ERTICALREBAR O ji b • TO HORIZONTAL ;I ■ R REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. • Z w #3 18" If4 24" #s 3a' CMU UNIT DIMENSIONS 0 ARE NOMINAL SIZES BAR SIZE 48 BAR DIA OFFSET METHOD CONTINUOUS #6 36" #7 4z' HORIZONTAL/VERTICAL HORIZONTALNERTICAL METHOD 4 24•' #5 30" e/ �( 3 MASONRY SYMBOLS SCALE: 3/4'�T-9' �, REINFORCING %,� REINFORCING SCALE' 3/4"=1'-0" Ow U O a NEW REINF, BAR SECURED W/2- PART a a I EPDXY. MIN. EMBED g 5', UNO = Q FOLLOW ALL MANF. uj SPECIFICATIONS FOR F w USE AND ¢ PREPARATION OF V, Z m HOLE. w o n �.b STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'A' 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA 8: 0003325 F FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER 0 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 V-V', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D6P 10M REMARK O (2)ZX8 BEAM SCHEDULE BZMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)NS (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 5 BVHDIV. at LOT: ABBOTT PARK LOT #17 BLK #7 PROJMT 04181,00 -17071 MODZU "2371-ENSLEY" GARAGE 8WING: RIGHT 1PAGI M FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E . C A AI NO DANTE: 015/05/21 SCALE: 1/4"=1'-0" 8I�ffiP s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3l4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW SENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 'o V� �GA� PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 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. F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH ,BEAM COURSE 16-1T/1W/ B NOMINAL —/� 0 Y� HEIGHT # OF #6S, TOP IT IS THIS ENGINEERS INTENT BOND BEAM COURSE THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM AND XFXX - ITNM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE-CAST•31{4" WINDOW SILL Z 'v SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0 SINGLE #5 CORNER 1 BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" BOND BEAM * 8 #5 TYR 8'k" jp BOND BEAM �•': OX16 DBL BOND TOP OF A. BEAM W/ (1)#5 BAR BOND BEAM EACH COURSE 8X8 BOND BEAM TOP OF W/(1)#5 BAR .tip BOND BEAM 7 GROUT SOLID FROM T LINTEL TO TOP OF BOND ,! OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8X6 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f BX8 PRE -CAST CONCRETE L SCALE: 3/4'=1'-0" LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS rno . WOW111E011oN Fal MWAG 9 d. =2' MIN, 2 }' MAX a• = 2 J" MIN, 9" MAX W� S=1}'MIN, 2j MAX ee=}'MIN, 2}"MAX Z.'MIN, 2 t MAX y=2t"MIN,9"MAX W }"MIN, 21"MAX' ea = t MIN, 2 j' MAX d. =2' MIN, 2 *'MAX 2 J"MIN, 9"MAX & =1 }' MIN, 2 �' MAX e• _ J' MIN, 2 �' MAX 'MUST RAVE 2 OR MORE LONGITUDINAL ROWS OF MILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 }" OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS IN A ROW & = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroupxom AA #: 0003326 4 b a F• 8TT91DIV. & XoOT: ABBOTT PARK LOT #17 BLK #7 3FROJEc 04181 00 —17071 �coaEMa "2371—ENSLEY" csA AGIC 9WING: RIGHT PAdm: DETAILS 160 MPH EXP. "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEELLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH amen�1B 8154B 61T 1T 1TM 1TM 1T TYPE LENGTH PLAIN� TYPE LENGTH MIT 8116.1T 8f20•IT 8�1T VAMT 51124T blTI ITn ITn 1TnB ITAB al -2r aneu wo-v Bow vA,2r a► .2T 3'8" PRECAST 1438 e02 3114 4217 0a2I SM MI 3'8' PRECAST 889 1024 8'8" PRECAST lees 9a24 4304 GM 6132 7001 24ea ells M nae eoal la000 16e9 3524 4894 sma elrt 7001 4'-0' PRECAST 1085 700 2105 3125 Me 4716 557 5-0" 4' PRECAST 514 m WC PRECAST 1303 3000 3015 4670 M25 WN 7951 6113 7182 0624 7827 MI 1303 3000 3615 4670 5325 am 4'48" PRECAST 819 08 1770 24M 8os1 m JIM V4r PRECAST 398 501 W4r PRECAST 1207 2502 3875 4043 4711 am 1025 e748 7547 OF82 e041 7600 12P 2707 8876 4048 4711 e379 B-4• PRECAST 931 1247 tees m 3123 3M 424 6'-4• 411 411 y'.4• p� 1016 Me 2374 2144 U13 40a4 1819 44eo 719e 7942 Wee 4200 1016 22M 2eae 3300 3ee1 4064 5-10" PRECAST 817 7024 1031 M2M MM PRECAST 340 339 5'-10' PRECAST 909 1490 1971 2448 U15 SW 11e1 = 5577 mam am8-10' 00 20M 2018 3107 3020 4133 V4r PRECAST 092 1130 3227 30311 8707 4305 a081 SW PRECAST 410 721 8'$ PRECAST an 1201 15M 1e56 2832 2700 liaa 32WV 4698 7054 10000 6a26 Sa6 tees 2M9 2790 =1 V12 T$• PRECAST 670 9n glee 22M 2000 3191 3056 T 8' PRECAST 303 834 T-0' PRECAST 71e ON1181 1442 1743 2025 as 21e8 940a 454 7047 8472 M 1024 2025 24M 23V 8226 9-4' PRECAST 426 eM 108 2204 2481 2816 MI 9'�' PRECAST 192 384 �� . T 454 m 767 on 1129 1310 m 1674 229a =81 4099 4a00 on 11313 1843 1909 2184 2519 10' 8' PRECAST 487 1247 1767 1904 2143 20Q6 10'$' PRECAST 151 301 10'-0" T 308 40 012 705 age 1042 Me 14OF 1807 2781 3922 3784 004 1180 1472 Im 1710 19e9 11'-4" PRECAST 330 544 1312 1742 22a2 2eee aeso 11'-4' PRECAST 132 417 11 �4" PRECAST 430 406 Boo an m en 64 1812 1742 2262 286e 3662 408 1042 1872 760 1470 1710 1r-0• PRECAST 3oe eo7 1210 159e 2MB 25ae a191 Mr PRECAST 111 370 1r a' PRECAST 383 m 476 MY we lea 607 1210 169e 204a 2e10 3171 410 910 1800 7560 1814 1476 18' 4' PRECAST 270 M1045 1385 Im 2157 26a6 13'-4' PRECAST 82 298 13'y1' PRECAST 306 303 m 454 m 646 414 1046 1305 1732 Me 2a06 eM 700 1067 1312 1071 I= 14'-0' PRECAST 254 Bee m Im low IM 22M279 PRECAST 71 283 14'-0 PRECAST 278 300 443 as on no m Im low Im no14'-0' 717 gel Ila 976 1133 14'4• PRESTRESSED N.R. NR NR NR NR NR NR 14%V PRESTRESSED N.R. 283 14'-5' PRESTRESSEDOn no600 Me9e0 a06 4e 45e 1079 "a 18 law Z277 2772 210 008 1287 114e 474 1716 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4• PRESTRESSED N.R. 252 1W ' PRESTRESSED 4 284 107 404 674 004 m 412 1014 1340 1703 2118 013 no SIG 90e 1134 1308 1572 1T-c p SgEp N.R. NR NR NR NR NR IrW PRESTRESSED N.R. 183 Ir-c PRESTRESSED IN 326 30 451 MY m no See 1121 1413 1739 20a 102 60e 720 501 1135 1312 191-C PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 1" PRESTRESSED in 340 430 513 Me 28e m 900 1200 1487 1716 lee$3, an 003 m loss 211-C PRESTRESSED N.R. NR PR NR NR NR NR 21W PRESTRESSED N.R. 125 214• P 142 8oe 301 464 027 ISO 60e as lose Ilse 1409 IQ 6a7 ego Me 90 2r-0' PRESTRESSED N.R.ISO NR NR NR NR NR NR 2r�' PRESTRESSED N.R.i6E] 2r-0' IV m a09 428 4W 660 784 992 1208 13" IV 513 Me 779 900 Mr PRESTRESSED N.R. NR NR NR NR NR 24'-0" PRESTRESSED N.R. M-W PRESTRESSED 124 246 802 800 41e 121 450 054 824 1014 1147 124 466 651 6a7 798 - ALL VALUES TAKEN AS THE LESSER FROM *WE LOAD TABLES" BY QUALITY 2018 EDMON, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM r OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6076 FAX: 407-7744078 www.abdeslgngroup.com'.. L AA N: 0003325 ffi �b eUIBDM Aa LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.00 —17071 MODEL: "2371—ENSLEY" 0ARAGE awnM: RIGHT PAMIC: SAFE LOAD TABLES 160 MPH EXP. C D � 05/05/21 az�ET s2.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 i/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (C). 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 PSS36, .17T' ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'A", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. r- - - - - - - - - FIRE I Di TIT-�� I 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIEW IJI PRE-ENG. FLR. JOISTS �I 1 3/4" PLYWOOD DRAFT STOP ' PRE-ENG. FLR. JOISTS 11 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS ((2) 2X6 LEDGER W/ 1/2' ANCHOR BOLTS, 8" O.0 SIMPSON HU48 SIMPSON HU26 TO LEDGER ii ii it ii 2tt 108 I II II II 11 II 13I u u II II II N q p tt, I' It J411 It n II�II — PROVIDE DRAFTSTOPPING ALONG THIS TRUSS AS TO LIMIT AREA TO 1000 S.F. u u n u n a u PER FBCR 302.12 n u u n n n u =]s—2sxxeDx�BEARING xx=s 2X4 WOO WALL W/ SYP NO.2 DBL �� s �sxx�TUDax xxxols xxxs_ �x xxx�xa�xxxxxaxxxxlxx�s J F\ �= xx�xxxxx:xxxxx:x��g=�� I II xmx xx�=:xxx sxxs� F M rS12� 11 It 11 It II 11 it It II 2X4 WOOD BEARING 11 WALL W/ SYP NO.2 II II II n it 11 II II u u II STUDS 0 12" O.C. Il II II 1 f1 II II II II II It II 11 11 II it 11 II 11 II II 11 8 00-11 It II It 11 11 II II It , �I II II II Il a (9) II II II it u It It R It 2 1 u n u II it II II IIw11 °II II II II II n it it n II 61 � II 11 II n u it gIt II u II n n 11 II II u u J6 II II II It It It 11 11 L LIA Li 1I�.: 11�i.i 11 It 2) 2X8 LEDGER W/ /2" ANCHOR BOLTS, 5' EDGE SPACING, 16" O.C. il b CJ1 s FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'4' Ii N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA M. 0003325 +N M 4 ABBOTT PARK LOT #17 BLK #7 PROJEQT 04181.00 -17071 MODEIa "2371-ENSLEY' GARAGE OWING. RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C Rom A. ABOUMWW L AR No 9wm A I,= 05/05/21 9CAm 1/4"=1'-0" 8I1MET lik s3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEEARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 1Dd GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x 4', 6', 8" x 4'-0" MAY BE ADDED W/ 1 Dd NAILS, 2 ROWS, 6' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 34'=f-C GIRDER CONNECTOR(S) 101011 BAGIan= TIgO®! 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/B" GYPSUM BOARD OR 1/7HIGH STRENGTH CLG. BOARD SECURE (JOIST TO TOP PLATE Wl (2) 12d TOENAILS DOUBLE TOP PLATE 2X4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.lA FOR NAIL SIZE AND PATTERN r_`�I-JOIST CONNECTION @ L.B.W. SCALE:3/4"=T-D' (NO UPLIFT) OUTER 113 OF SPAN ONLY BTM. - PLATE DEPTH 1/4"D --HOLE EDGE >5/6' —HOLE DIAMETER <2/5"D SGL. STUD HOLE EDGE >5/8" HOLE DIAMETER < 3/5•D DBL. STUD STUD NOTCHING �1 AND BORING LIMITS O SCALE: 1 12"=1'-0" ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 --� TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFAA/ALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x 4", 6% 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. %___A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SOS *'x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS }'x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/(3)16d GALV. COMMON NAILS. (2) J' x V TITEN HD TO CMU AND (18) BOB *'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" 0/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF 6 L 34-,'� GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ 10dxt/2 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 ✓� Vannin THf10!!g 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 12)12" WOOD PANELS 90 2x LUMBER LVIJI-JOIST WITH BACKER BLOCK HTT4 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLMOOD POST CONNECTIONS A - SIMPSON IU51.81/16 G < 1400 LBS, U 170 LBS W/ (2) WV' WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 14 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IU62.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/(8) 314° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 116) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G < 3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-•12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER CATTACHMENT DETAIL `9 SCALE: 3/4"=T-(7' i 6'4" MAX (W/1X4) OR 10'-0" MAX (W/2X4) # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) lWx 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4"x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. Z' COVER & ZAPART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0" tx4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES lx4 BTM. CHORD BRACING 6'-0" O/C -END WALL OR OTHER MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD wTERSecnDNTYP. BTM. CHORD BRACING 6 24" 24- MAX. w/ 1OOSST W END SPACING 8" MAX. END wAJOIST ACIN S EFRAMING LAN TYP TYP P ENO OF MAX MAX MAX LEDGER SD. 1?EXP. (2)2X8 SYP P.T. W FROM (2)2X12 SYP P.T. Vt-EXP. BOLT/J-BOLTW 2' LEDGER BOARD EDGE LEDGER BOARD TO BOLT/J-BOLTW/T WASHER & 510 TO BE USED 1, ENSURE THAT EXP. BE USED Wmi WOIST WASHER & 51Q' MIN. EMBED.(iVP) WITH I-OIST BOLTS/J-BOLTSARE PLACED MIN. EMBED. (TYP) IWO GROUTED CELLS, WALL AROUND BOLT. FRONT !' 2.SPLICE OFFRONTANDREAR LEDGERBl (EDGER SHOULD LAP AMEN OF J � z 4*-V.r i :f ffrlm 3. ALL BOLTS TO HAVE WASHERS (2) 2X12 lc m 4. EXP. BOLTSM-SOLTS SHOULD BYP PT NOT BE ANY CLOSER THAN 6' Z O C. z ' � � 5.0 ONLY LEDGER IN DIRECT (2) 2X8 ! CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE ® WPM G3MIILB#MCNB A DOUBLE SYP 2X8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 34' 8" MAX. 24" O/C MAX. .1-JOIST WOOD LEDGER DETAIL 1O SCALE: 3/4' T-9' (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3)12d ® EA TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'4" TO 3"" (1) "X" BRACE 30'-1" TO 60'-0 (3)'W BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. ZI WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2X4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DW ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 3Z' OC MAX. SECURE GABLE TO 2X8 P.T. PLATE W/ 12d& 6' O.C. MAX CONT. 2.4 SECURED W/ (2) 10d. 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX_ BLOCK WALL W/ GABLE END PRE-ENGLD TRUSS SCALE: 3/4"=l'-0" 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 60 LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 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 H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=T-0" Ii N. RONALD REAGAN 8l LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 BVHDIV. Z LOT: ABBOTT PARK LOT #17 BLK #7 ,PROJECT 04181.006-17071 U0aEx.. "2371—ENSLEY" GA t"Z OWING: RIGHT PAGE: DETAILS 160 MPH EXP. C SIMPSON H6 W/ (8)8d COMMON NAILS 21, STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 (JOIST LVL 1/2' HOG NAILS WALL /FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3l4"=1'-0" 8" CMU WALL REINF PER PLAN PER ELEVATION 0 Sy1p= O oo PER ELEVATION SO MASONRY NAILS a 12' O.C. 1X2 FIRE -STOP REFER TO NAILING SCHEDULE ON SHEET SNt FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS w I -JOIST (SEE a FRAMING PLAN)�U BL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, t0/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR q TO EXTERIOR WALL 3 REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS SE8SYP #2 DER. E 80T SCHEDULE, 10/SOL 8" CMU WALL REINF PER PLAN PER ELEVATION Z PER ELEVATION (JOIST (SEE 2xAI4 P.T. CEILING 24" M FRAMING PLAN) NLER W/ MASONRY NAILS 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4'11'4' PRE-ENG GABLE TRUSS — — 214 BLOCKING BETWEEN TRUSSES � STRAP TRUSS TO PL. PRE{NG AT FIRST TWO BAYS 4'-0" O.C. (AT Q PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) El MAX Q 2X4 DIAGONAL BTM. CHORD PER TION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE{NG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUBSTOTOPPLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 10DIA. ANCHOR BOLT W/2' A - SIMPSON MTS12 STRENGTH CLG. BOARD 44/46 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED, AT 32' OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x6 P.T. U < 1420 LIES W/ (14) tOd BELOW FOR PLATE W/ 12d's &' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONG. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING o• SIMPSON SPH4 OR SPH6 BTM 1I2' GYP. WL. BD. :0: AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. SECURED (20 FILL ALL HOLES, DO NOT USE 10d 3' 1/Z'19" WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH TRUSS/VVOOD POST CONNECTIONS IV- -EACH TRUSS TO BE INSTALLED 10'-fY' O.C. MAX. TO LE x EPDXY 5-1/2"EMBED. MIN. @ 16' '� O'a '� Ob '� OC OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •' 7—mmTollimcomemm SCALE: 3/4"=T•0" 'a A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. :.' B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C -2-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8"" A.T.R. TO HOU4 AND (10)1/4"X 21/2" SDS TO POST TRUSS CONNECTION L.B.W. POST TO SILAS OONNEOTION 9a 9b SCALE: 3/4"=1'•0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ W8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 6/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2' NAILS TO POST. 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-174AD78 www.abdeslgngtoup.com AA #: 0003325 I I LJ suzwrV. Aa L374 ABBOTT PARK LOT #17 BLK #7 PROJECTIlp 04181.000-17071 �OZ:EIL "2371—ENSLEY' GARAGE SIMKO: RIGHT PAGE: DETAILS 160 MPH EXP C VTCR SPACING (1) AT EACH END b ti VTCR AND 6'-0" O.C. MAX. 1 \ ' \ Li o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. IN - N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407.7748078 FAX: 407-7744078 www.abdesigagroup.com AA M: 0003325 r a E Fr axnmly. As w7l ABBOTT PARK LOT #17 BLK #7 PROJffiCT 04181.006— 7071 MODMU "2371—ENSLEY" GAKAGE 8WDM. RIGHT PAGE; DETAILS 160 MPH EXP. C SECOND FLOOR DECK PLAN SCALE: 1/4" = V-T i441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,5078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 S1 stmDm Aa Lo1r. ABBOTT PARK LOT #17 BLK #7 P1OJ= 04181.00 -17071 MODMIA "2371-ENSLEY" GAMAGZ awnM.* RIGHT PALM: SECOND FLOOR DECK PLAN 160 MPH E C M L k SA No 93M DATIC: 05/05/21 9CAL�: 1/4"=1'-0" e S4 /i 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 Q � b I I 1-J- VSDIV. Aa IATs ABBOTT PARK LOT #17 BLK #7 PROJEC 04181.000-17071 aMODMU "2371—ENSLEY' GARAGR BWMG: RIGHT PAOR: SECOND FLOOR DOWEL PLAN 160 JM EXP C SECOND FLOOR DOWEL PLAN SCALE: 114" - V-O" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41, 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 718" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM O' V% FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RROMM INDICATES OPENING BELOW IT `03. = TOP OF BEAM / B.O.L = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (psi) W`xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x16 (1)MS (1)#5 N/A GROUTED SOLID 8B2 MASONRY 3000 Bx8 (4 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ------------------------------- b �-{ 8FS-1T/OMIOB ,p bb T-6- 1 ibb J� i SF8-lT/0M/0B b ib b 4,4„ b a i A b io" ib m b bb � U.N.O. PROVIDE BB2 WHERE 'b ROOF TRUSSES BEAR, p'° ma - `" - - - - - � TOP OF WALL EL 1T-4" �„ i d t A b � bb s � #^' b b aib gib a s b b s s b b s bb s s s 3 414 8F8-lT/OM/OB 8F8-lT/0M/OB � � I � I -----j �, bb b b 8F8-1T/0M/0B i.. SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" .1 N. RONALD REAGAN BL LONG WOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003326 0 F aU33MV. & LOT: ABBOTT PARK LOT #17 BLK #7 PROJWT 04181.006-17071 MODZU "2371—ENSLEY' GARAOffi SIWMG: RIGHT PAGNI: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C / DA M- 05/05/21 1 aCALR: 1/4"=1'-0" 1 s5 "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 81 0B 61 1T 1T 1T= 1 TYPE LENGTH PLAN SOLID TYPE LENGTH WIT d101T 8/!D 1T 8f141T e1281T el9fblT elate bIm trn 1tn 1m m s44ar ansar er2D�T er�42r e�2r Samar 3'4• PRECAST 1498 962 8114 4217 am 6426 7631 I C PRECAST - 31W 889 1ION- S PRECAST 76e9 3024 4304 am 0132 nm AM stla am 77oe 9os1 toDOD INSasu 4314 an elax 7aot 4'-0' PRECAST 100 4'-0' PRECAST 574 T83 for PRECAST 1�, � 7192 MM 7e27 er61 13N SM 3815 46W Sala IM W-W PRECAST 819 03 irro 2400 308a Saw 4a00 4'-0' PRECAST 396 591 4'4' PAST 1207 AM 3376 4048 4711 Sell INS ams 764T sm 06N 7006 1207 2707 3376 4043 4711 San S-4' PRECAST 931 1247 1999 AND WAS Sala 4249 6'�• PRECAST 411 411 S�• PRECAST 1016 180e 2374 2044 3513 4004 1310 4400 7106 7342 67W alas 1016 2278 206 330 Seel 4084 s'-10' PRECAST 81T low 1631 MM 2649 3009 3470 5-10• PRECAST 340 399 6-10' PRECAST ON 1469 19T1 AM 2DIS 3317 t1e1 Seas aen eoae e64a a»a � 2080 2003 3107 302) 4133 8'-0' PRECAST Nu 3221 3091 3707 4383 6061 PRECAST 410 721 8'�' PRECAST e36 12DI 16W I= 2332 I= Ilse s227 400 7054 10000 ee26 G36 lees AM 2W0 32611 V12 Tom' PRECAST 570 Sell 2408 2206 2808 3191 8886 T 8' PRECAST 303 534 T 6' PRECAST Tie 900 1181 14e2 1743 2026 me 240 3406 4884 7M 0472 727 1024 2025 2429 2027 322B 9'4F PRECAST 428 Sell I= 2204 2491 2518 AM rw PRECAST 192 384 r-4• PRECAST 464 See 78T 90 1129 1310 Sell 1074 2208 3001 4099 400 672 1318 1043 190 2164 2679 10$' PRECAST 388 467 1247 1WT 1004 2103 2026 1a$• PRECAST 1s1 901 10'4;' PRECAST 30 40 612 mSell IOU 610 1407 ISO AM 3222 a/e4 ea 1100 1472 ITe3 1710 I9e9 111w PRECAST 330 844 1312 1742 2252 28ee 363D 11-4' PRECAST 132 417 11�• PRECAST ' 430 400 m an T77 on 644 ta12' 1742 2262 28ee aexi 4ee 1042 1372 lea 1470 7770 PRECAST 308 e07 1210 ISM AM 2See 3191 1r-0' PRECAST 111 370 1r-0' PRECAST 30 Sell 470 617 eve mMr 607 1210 ,69e 2D4e 26ee 3771 440 940 1300 10e0 1314 uW Me PRECAST 2TO 433 1046 130 1732 21V 2686 13'-4' PRECAST 82 298 13'-4' PRECAST 306 303 age 404 SW 645 414 1045 1385 1732 Me 2806 396 WO 1057 1312 1071 1203 14'-0' PRECAST 2b4 See we 1272 Im Web 2219 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 380 443 62e on mWS 1272 tees I96D 28e9 aW 717 901 1192 9W 1133 14'4' PRESTRESSED N.R. NR NR NR NR NR NR 14'-W PRESTRESSED N.R. 283 14'-8' PRESTRESSED 230 422 eoe ate 748 eN 40 IOW 1429 1824 2277 2712 24e an 910 1227 1474 1715 15W PRESTRESSED N.R. NR NR 1st NR NR NR I" PRESTRESSED N.R 282 18'-4• PRESTRESSED 224 907 484 574 04 793 412 1014 INN 1708 2118 2513 230 SIG 908 1134 1368 IRA PRESTRESSED N.R. NR m NR NR NR NR 1T-4' PRESTRESSED N.R.183 1R+t' 187 328 Sell 451 OR m1T-4' 300 864 1121 1413 1739 gyp 192 606 720 SOI 1136 1312 IrW PRESTRESSED N.R. NR NR NR NR NR NR 19W PRESTRESSED N.R. 148 19'4• PRESTRESSED IN 290 348 430 513 mAM Tie Sall 12DO 1467 Me In 429 an an 910 I098 21W PRESTRESSED N.F;L NR NR NR NR Nt NR 21'-4• PRM7BM N.R. 125 21'W PRESTRESSED 142 210 808 Set 454 627 ISO age ee3 1039 110 14M 142 3T3 637 ego ale 94s 274' PigRE:S8ED N.R. NR NR m m NR Nt 2r-V PRESTRESSED N.R. 118 22'-0' p q Sg® IV ns no 360 428 w IN m784 ON 1203 1381 IV Sae 613 NO Tye SOD 24'-0' PRESTRESSED N.R N0 NR Nt NR 2V-W PRESTRESSED N.R. 91 24'-W PRESS 124 802 900 418 129 12 480 e64 05 e24 1014 1147 724 319 8W 40 4a6 681 e87 I 798 - ALL VALUES TAKEN AS THE LESSER FROM W.FE LOAD TABLES' BY QUALITY 2018 EDITION, LOTPS MAY 2018 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2016 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 1 N. RONALD REAGAN B: LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.a bdosigngroup.00m AA N: 0003326 i 0 [PacawTip [JBDry as i om BBOTT PARK LOT #17 BLK #7 0418 .00 -17071 MODWLe "2371—ENSLEY" GARAGE EWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH UP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W110d 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. S. 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 AA 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. TRM MAMFAOTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A aB 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, ROOF FRAMING PLAN SCALE: 1 /4" - T-0" i 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.eom AA ai: 0003326 S1 14 O a 16 Q R ASumrv. se LOT: ABBOTT PARK LOT #17 BLK #7 PROJECT 04181.00 —17071 MODEL: "2371—ENSLEY°' GARAGE SWING: RIGHT 1 PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH W. C D TM 05/05/21 BCALE: 1/4"=i'-0" 8111mm S 6 41 q GA&E-END �F--�A' reP RaoP rF- ' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.50 PSF (68.50) ZONE 3 = 67.10 PSF (77.10) ZONE 2e = 67.10 PSF (77.10) ZONE 3e = 77.60 PSF (87.60) ZONE 2n = 77.50 PSF (87.50) ZONE 3r = 91.60 PSF (101.60) ZONE Zr = 77.50 PSF (87.50) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 114001`DY1N1M0M 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 (40F20).(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 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STIR. SHANK ASTM 10d RINRGSHANAK, 212' 0.131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC ER 23/8" 0,113 F1667 .0 RSRS-01 EXTERIOR SHEATHING USE 1/2" COX OR 7/16' O.S.B. PLY WITH 8O RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) SEE DETAIL. ZONE 1: 10d NAILS a 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r. 1Od NAILS G'r O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES rn ZY a ZQ Zo Yw Q '0 K RAFTER OR TRUSS ROOF SHEATHING 0===b, II Mmmmm11 111 „ I I Timm--___ 1111 U BUILDING LENGTH T ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING MM GABLES -DROP GABLE END & (1) ADD-L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 SAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#S Z' DECK SCREWS 0 6'S" O.C. MAX 0 EQGES & 12' O.C. Mm IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHTECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE 13 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING. GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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, DESKM LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD +wn-cdn nt 10 psf BTM CHORD nan-GDnwmnt DEAD LOAD DEAD LOAD 15 p#f TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ ND GYPCRETE) 10 Psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf. HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pef, GUARD IN -FILL COMPONENTS: 50pa/, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 3Dpsf, STAIRS: 40pef SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE MATH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MA)OM1M AGGREGATE SIZE SHALL BE 3fV. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOW NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF POLYETHYLENEHA RIER MEMBRANE PROVIDE 64#L CONIINUWS POLYETHYLENE VAPOR BARRIER MEMBRANE LINGER ALL SLABSCNI,ROUND WHERE INDICATED ON ELASTICITY = 1,400,ODD PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEMIS LAPPED 81NCHET AND PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 W OF HEARTWOOD. ©( `CWSKM FROM THERE PUNT: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL HOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WM MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A1084/A7064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TPUSM: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR BE SUPPORTED W TH 2' CHAIRS SPACED 3'-O' OC EACH WAY. ' STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A815A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REV EW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36' #M BAR - 30" #7 BAR - 4Z' PROVIDE 36' x 36' CORNER &IRS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE hn - 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH TM C478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS AS E WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT 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. FOUMATIOW SITE PREPARATM. TYPE W" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 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 ENGINEERS 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 STRTUR� STEEL: BE MADE BY THE GE0.TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY MATH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M FY = 36 ksl FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 NS STRUCTURAL PIPE SHALL BE ASTM 3M GRADE B TYPE E OR S F = Y � � Y 2,500 P91 REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0N-GRADE SHOP. 35 ksi, TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR 31iAlL SUBMIT PROPOSED PAX DESKiN3. WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE M%PRIOR TO MIT PROPOSEDDATA R EACH SEPARATE ITH HISTORICPRIOR OTHER BOLTS SHALL BE ASTM F3425/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS TOSTRENGTH CONCRETEPLACEMENTHLSU SLUMP SHED. NOT THE F SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COM2LYWRHALL THE REQUIREMBNTSOF ACI 3ISAND ASTMCM94MOR MEASURING, MXJNG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED 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 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS FIELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL 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 TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): 8. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.1/2' FOR 05 AND SMALLER 2" FOR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS CONNECTOR PLAT S SMALL BE A MINIMUM THICKNESS F 0.038" AND BE MANUFACTURED FROM STEEL ES HA I CK O NG REQUIREMENTS OF ASTM A448/A 46M GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. MEETING THE REO REME 4 , DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AN CLADDING WIND LOAD PRESSURES, THE DELEGATED ELEGATE TRUSS ENGINEER SHALL BE RESPONSIBLE FOR D C DD O D ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCOTON 812E TYPE 9PAgNG REMARKS APPLiGATON .RE TYPE SPApNO REMARKS 1,2 PT PORRINOro CASE IW0.0ENE0 CdL GARAGE DDOR BOLT( 1lE"dA TAPCON MASONRY 8"qC 111T'EMBED. O' END d T. MASONRY I OONC NAILtI/2'LM1G. TO MA80NRYI�NC. NOWABHER FASTENER itl2"EDDE 0I E%TD BGD, AL. .0­ GAGE HARDFNEDCgL a"OIC ­1 FASTENED GARAGE ODOR BUCI( 3�8"dI OR 7- ExPANSION SOLI 18'O,C 21r dA) l x'EMSEO.,cE JdBT., to Pf, BEE NOTES NPIL 11/Y LONp. 9TAGGEREG INTO MA9JIIIVY/WNO TO Ab130NRYlOJNC. R 21'OIC (I/Y'dA) 3"EDGE dST. WINDOW BUq( CASEHARDENED rqC WINDJWIOOIXM FASTENED METAL STRM TO CONTACT THIS ENGINEER FOR SPACING PT, sEE NOTE6 NA 11 LGNG. sTAGCEREo 1Nro MA67NRYImNc. M.soNRYlconc. REQUIREMENTS EXT. SWING- 'tPttYNJ 111 EMSEO, r ENd NON-0EAPoNO WJw 12^ EKPANSKxJ 2�OC A'EM-IENO BU]( b PT,eEE NOTES m3nrd0. WASHER FASTNER ,rdC .I1 EDGE.- WKLTO COHC SLAB W/w ER BOLT dBT.,r E.EdsT. 4 PT v""ooW soot a.1se•PAF.x1/r roc TEND asT.,11m v ros¢ca-sEE Mx wAsrrR sTAGOERED EODE oar. 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SMALL 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 FICA 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 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003326 J A W�y � U i F 19VBDIV. as LOT: ABBOTT PARK LOT #17 BLK #7 PROJIM 04181.000-17071 HODMU "2371-ENSLEY" GARAGE 9WMG: RIGHT PAGE: DETAILS 160 MPH M. C r FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED —'A ` l�l III \I OFFIT 1O STHRUTAPLES SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA-, I� MAX.J-CHANNEL 30 —WI k 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 17' O.C. MAX. (INTO CONCRETE/MASONRY) J" MAX: DETAIL D J-CHANNEL FASCIA 7DSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @ 12" O.C. MAX (INTO (Z)WOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 ,STAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS _#8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1--SOFFIT O J-CHANNELQ3 O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 0 SOFFIT 30 J-CHANNEL J' MAX. DETAIL E J-CHANNEL TRUS&FRAMING OVERHANG EAVE CONSTRUCTION SPAN V—.� SPAN'L"—yl_ SEE DETAIL'RSEE DETAIL 'E'— EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING TRUSS/JOIST/RAFTER BY OTHER EMB. X2 WOOD BATTEN L-CHANNEL Q3 v DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q3 J-CHANNEL it DETAIL C J-CHANNEL /RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. =€==W F 3.519 EAVE WIDTH •{i£igiiiiiif f•..375 •• ; tas .375 (ROOF=ss?i' • .4 3.625 3.625 3.6 OVERHANG) \ .08 .03 j v 12 N—CONCRETE; eA1 CMU OR WOOD (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdeslgngroup.com L AA P. 0003325 J *4 I� F It