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Home My WebLink About38400 Sonnet Landing Ave99 1504-3EAB-ALLEX99 ALL1NOF11C SHALL COMPLY WITH RREVIMLIN(r, CODES FLORIDA BL�1'-N' Ct?E; RIC NATION ELECITY FP 4LLS AND ,ORDINANCES HOMES 3 1 021 REV,YRHILL NEoAT►�^ HI CITY O AMINER PLA 12602 TELECOM rDF IVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -F DMU BpDmm CODH, 1., 7TV �ATI. IACAL AND SLATS CODS4 -OCCUPANCY - RES@ENTIAL, GROUP R3 CONSTRUCTION TYPE — VB -YIN. IN7ERtOR £WISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - c -I—STORY RESIDENCE — -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL STATE CODES ABV. ABOVE IAV. LAVATORY AC AIR M.C. LUMINOUS ADT ADJUSTABLE M.C. MEDICINECABINET AM ALTERNATE MIN MANUFACTURER AMP. AMPERAGE MIN. MINIMUM O. BOARD M.T. METAL THRESHOLD CL CENTERLINE MID. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR G.C. ON CENTER CON,. CONCRETE PL PROPERTY LINE CPT CARPETCI,LE P.B PUSH PH. PHONE!,BUTTON D. DRYER PIT. PLATE DEL. DOUBLE PLYWD. PLYWOOD D DUALAND DA. DIAMETER GLAZED PT. PRESSURETREATED DATE DEECRIMON mmro cowRiJcTmDOCUMENTSISSUED ARCHITECTURAL SHEET DESCRIPTION �� MAINTENANCE PG CS -COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATIONS "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN p3R�g REVISED LINTEL SIZE • ENTRY 06/2t E ADDED LED Lr*ft TO KJT043N 4 BATWRO" PER MARK DOMES Ions/ ADDED WD LAYOUT imen5 ADDED OPT. 6'-V' CEILW. FM?W ��® REPLACE USP COMeCTORS UMTN S&FWN GONIECTORB 04n3Re OPT. W-VCLG.NOT: REVISEARCI"YFIEr*n OVOW] 20M FBC UPDATE DIM. DISP. OF. DR DTL. EA. DIMENSION DISPOSAL DEEP DOOR DETAIL DISHWASHER R. RAD. RA.G. REF. R.O. S:D RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROUGH OPENING SM KEDET�GRR PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CAI,C,'S A. ABOUCHACRA E" Q ART'°" QU SiT. HT SEEEHNGROLAND PG WAl-WALL ASSEMBLY DETAILS AR No. 93723 A.B. DESIGN GROUP, LLC. A.B. NORTH GROUP, LC. BLVD. RONALDFLUOR LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 LIVING 1504 gQ. FT. GARAGE 3w r FT. ENTRY 31 Sa FT. LANAI 56 Sa FT EXIL EXT. F.GJFX. F-G. FIN. FL FR.DR. FIG. GA GAR. DISP, EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL SHWR S11W . SLM. SL. SL. GL. STD. SWS TEMP. TIM. T.O.C. SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 TOTAL Z(dII SQ FT. GF.L GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB B.C. HEADER CORE HOT. OR HT HEIGHT INSUL. INSULATION T.O.P. T.G.S. TYP. U.N.O. W. W/ WD. TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE WAS�HEeRO°F WITH WOOD STRUCTURAL SHEET # DESCRIPTION PG Sl -FOUNDATION PLAN PG S1.lA-DETAILS DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABUM FOR INT INTERIOR WDW. WINDOW PG S1.1B-DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WROUGHTATER ]RON PG S1.2-DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A—DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIIING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN CLARIFICATION. PG S3.1A-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAM NO PG S3.113-DETAILS PG SN1-DETAILS RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 11 N. RONALD R[AGAN BL LONGWOOD, FL 32750 PH: 407-774607E FAX 407-774407E www.abdesigngroup.con, AA 9: 000W25 y So A C I NJ y �a X 0 x a IF XMDM ae LOT: BBOTT PARK LOT #4 BLK. #11 ROJECT 04181.000-04111 MODEL 3EAB "1504- ALLEX" GARAGE STYWG: LEFT PAGE: COVER SHEET 160 VKH EXP. C 0 DA1/25/21 SCALE: 1/4"=1'—O" SHEET cs GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORN 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECUENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. 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 R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /,INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER i. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLLumm 6 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''/4' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVEMIN 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR I MISM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -19a AND R703.7. FACE RF91S'TANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/Y GYPSUM BOARD. R302.7. EXTERIOR CERMS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPSS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703A.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) M N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7745078 FAX 407-7744078 www.abdesigngroup.com AA is 0003325 14 a iS a o � R Ift 8t mDIV. a LOT. ABBOTT PARK LOT #4 BLK. #11 PROJECT/ 04181.000-04111 MODEL 3EAB "1504- ALLEX" GARAGE SUING: LEFT PAGE: GENERAL NOTES %160 RH E C 4 '41 AR DA E+ 1/26/21 SCALE: 1/4"=1'-O" SHEET GN �enz_su (2) 30752-514 3-SW-- PANTRY I i j FOYER t�� ®aG j i ti f DOWROOM 12 W-V CL&4M I I ? I S' 0 CLCs I v 8'-4' 2'-4' n X-8- 2'-10' 9F1,1 LAUN. �n I LANAILIVlNGROOM Iq`.: DuIOPT. a& i� :o8-W 1'x'. urami OPT. 20 MIN REF. 1 • II 1 UN. I 2,_4. 1 . - b2 RANG-Eb20 ti I i4 BATfI#2 2 DOLLARD AS REa I - - - c. wLc. I --- `r O - J Imo' I • in -O - 8'-m'CIA 8'-0' CIA PER BLOC. m 1 11>2-8 CODE p 2'-4 W-4' 2 8 I '9 0 61 r — ' fir 1 GARAGE 8'-0' CLG. I 1 9 v 3-81 IV. 0 ^� AT5 v LAV. BEDROOMA - BAII I 3-81d �, BEDROOM #3 I W-V CLG. W-V cLG m a s uG I 1 • SHUIR ? i1 e 14j BEDROOM#2 j 1 PAN ina'mGG I I WG � FLOOR PLAN SCALE: V4 • 1'-0' NOTE: -2-8 LOUV. DOOR LW AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE £CAIIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. SQ.FT. CALL. S LIVNG 1504 Sa FT. GARAGE 3W SC2. FT. ENTRY 31 ba FT. LANAI 86 Sa FT. TOTAL 2011 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0® UNO ON PLANS BRCS. HGT. VARIES 4' INTERIOR LOAD BRG. WALL U.N.C. ON PLANS 0 4' INTERIOR NON LOAD BRG. WALL UNO. ON PLANS -ALL INTERIOR DOORS TO BE W-8' -ALL EXTERIOR DOORS TO BE 8'-0' UNLESS NOTED OTHERWISE OMrONSIT AID CODDI GMDLOADS WIM MD BO'OBAE RA 8 81001D OIAIIS OI981m SOUNE ME •IM°NMDc" IBW18 AIDTS'E FONNIE MIN. WINDOW IV 5 311-SV CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SfsD. MIN. 41 5 34/-43 CRITERIA IG0i0 OIND. 112 5 31/-38 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 01IN1111OLDA18 r DESL. TOP PLATE 0 in BAR DETAIL (-A SGALE:1/2*-1'-®' i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.abdesigngroup.com AA 410003325 � q � Y a S O Si a d• g c � NC evsD:v a TAT: ABBOTT PARK LOT #4 BLK. #11 PROJECT 04181.000-04111 MODEL.• 3EAB "1504-AUDC GARAGE 811SIJG: LEFT PAGE: FLOOR PLAN 160 JWH E . C M awl FRONT ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. W.T. OFF RIDGE VENT 8'-0' BRG. HGT— BRG.� I I I I i I 1 I I I I I 1 I I OFF RI� REAOFATTIC = 2232 SQ, Fr. NET FREE VENTILATION AREA REOLARED = I/3DD REQIRREDVENTILATION AREA = 2232/300 = 7.44 = ID77.36 SO, IN. IAN. REQURED VENTILATION IN UPPER = .5X 107136 PORTION OF ATTIC (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT OTALROFVFMSREQURFD = 4,65809 ITOTAL VENTS PROVIDED = 5 8'-0' BRG. HGT. BRG F-1 LIB N .o0-0�- REAR ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH I I I I I I 0'-0' FIN. FLR - - - - - - - - - - - - - - - - - - - - ---------------- ----------------------- ,� FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' Bf1a. HGT.e, 1'-0' I I I I iq ip I I I I I 1 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 114 = V-0' TEXTURED FINISH 4 0'-O' FIN. FLR LOUVER DETAIL A SCALE: IR • V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J h u � pY 0 a � C F �E 4 FE OTT PARK LOT #4 LK. #11 PROJ=Tjp 04181.000-04111 MODZIL: 3EAB "1504- ALLEX" GAP —*QM 31WING: LEFT PAGIM ELEVATIONS "c„ 160 MPH EW, C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -(y DSV OUTLET P AMP SINGLE POLE IIOv OUTLET nor DITTLET V) ar O I ET B R® TO Elumm �GN OOV OUTLET SOAP® WNW FAIS. N7ERA•IER (TAMPER ASSISTANT TTPE) ZWv OUTLET (4)e CONNECTION -A- Ilr EXT IW.TEIaROOF OUTLET aRt m F LT MNlvl®! SOTC34 SUTC14 3-IMY OPER ewrcH A-WAr DPER ^$4 F ' AMLL MIDIIA® t J LINrt CEB.N6 LGMT © LED CM L MIT LOD VAPOR ©vp PRCOF LIW1T Op Vp VAPOR FROOP LIWR OQ Ieoce"m OM eVISIT. FM I OM PER $a R. eaLw(r SoLow I OM PER SG FT. V eOrTlAe rRFBCIS Teo BY 2-dlL ARAP ® �L,�M}}�ITT (REClSSED) 41eC1a0 PLUO�IRqENS7QNf (SIA�ACE MNTJ .AIe000 �{ Y R.1101lSCEir 4- PLUOPEOCM W p p •�--Q-a A CO NTRACK LIGHT PANEL METER &cw DE1EcroptWALL � - I+O-LSD. IU OETTtSCOR ylL,y S/CA ® OAI1KN COcar4aFm DNEerae YR. BAO[JP aV NNBOMSE SMALL ONaa® EE A DISTANCE OF NOT NO r I.CSS T1AS14' FIECANT Law TT� N.MAL GAS ► TELIS%C E JACK WATER WATER DROCNECT >m Asws.� AIR COVIT4NNO T2ISCOM6f.T To BE WV UNa GM AMU ON 10 TELEVISION JACK CB LNS Bop( RSSUNSEC TO M SIPPORrso N O J-BOr ACCORDANCE IW BOX AN SUOl tee Cam SIMREOUSSW OEILNk2 FA ILMIT IPPRt TO BE SCo IN ACCORDANCE W BOX Mat® 46 SLI N FOR �nnn 24' Rr-4NONBCNW LIS 4T STRIP n 36' INCANDESCENT LIDNf STRP nnnnnnnn 4W LOW STRIP FLOOD LISNT q, Orr. IOIitlTM IarFAD FW Pa FUW-BUTTON FOR carp IRS FORT • LOCATION OF TV JACKS 4 F11OE OUTLETS 4 PANS TO BE VUR04M a WOPISO0ER P E-CONSTRACrI N MEETNaa • ALL 0 4 20 AMP BRANCH CEeOAr8 TO BE ARC PA1LT FleOIEOTED PER ELECTRICALPISOVoi" OF MM 1TY EDITION (2820) ! NEG 2M)2 20rT EDrt101 • 20 AMP DEDICATED LAUORY C9 ICUIT. • am A ISLAND (NOT ON KITC18/ CIRLIAT) • OWN ASHM DISCONNECT TO BE LOCKOUT N PA EL • ISATWRCOT'I 9>04"T PAN TO "VE M M. CAPACITY OP SO CRH NTlR77TE T PER ELECTRICAL PROVISIONS OF SECTION MB0T3PAULT PBGIR rn E3ITION [20381 • LAUDRY RDOM 1lCErTAGLE fC FOR ERRUa1ER FIRDTHCTICN FOR WTD PER6 NNEL O P ON PEEPERS SEEING PIEL • WIND METaOD SHALL BE NON CALLS PER QMALLIC&3DLM QFBfCTICL MJ=rMA"RO T COPLY101ONS NOy"A • ALL UGIEC TO COMPLY WT11 ELECTRICAL PROVISIOW PBOe TIN � (20201 OF Ti!ACM BY BLOJ�M AND PROVIDE 34A0 CU. TUN • Iw CU N 2- CONDUIT OR 3 "AL• T M • PIS CU N 2' CONDUIT OR 24O AL SPR (CONDUIT TO TERMNATE A 90VE SOFFIT A OVEIa1NY.a1 150 AMP ELECTRICAL RISER NOT TO SCALE. COFDNATICH SERVICE E 0I9070ECT OUTC 4 AND DOI GENERAL NOTES, M ELECTRIC METER N 1 A ELECTRICAL MATERIALA AND NSTALLAT/LN9 SMALL META 3R ENCLOSURE COMPLY WIN ELECTRICAL PROVISIONS OF THE FLCR TTN EDITION 00110041 COMM AND ALL LOCAL POISON CO'PANY R mmpo lm4m n Q ALL CONDUCTORS SHALL ME TYPE TW NU714 N U UM ' NOTED OTEMOse- -2AO ALUINUT (AL) N 2" DW 6OEOU.E SO PVC COCUIT LFAJM SERVICE 18 FRONDED BY T1E ELECTRIC COMPANY. COORDINATE UT14 THE ELECTRIC COMPANY PRIOR TO DD. I L L I I � LED LIGHTING @ DOUBLE LAV. BATH #1 TELEPHONE SERVICE NFH CALLS TELEV*DN ENTRANCE SERVICE N4TRaNCE I Y EOUE.1Elf CAELE iT MTERSYST@1 LODNG TERMINAL AT LOW VOLTAGE CONNECTIONS 1 K OI SERVICE GIRIOU D CONNECTED TO CONCRETE 4Nr•.e:.-. POOTER STEEL PER ELECTRICAL PROVNMCNS OF T1E FLO4 TIM EQl!!Bi(]�d W W' DW X B FT LCNG COPPER CLAD GROUND ROD / I _ I L i I I LED LIGHTING @ SINGLE LAV. BATH 42 PANTRY LAM =@ OUTLET FOR I DISHWASHER I LIVIIQG ROOM I � _ CEILING MTO. PRE -WIRED Lr.14T TO BE Is1 CLG FAN III` L \-- jL( E INSTALLED, PROVIDE , / �I • i REF. J-BOX FOR OPT. FAN I r TVqpL -L TV O -- ----- i GFI O—I— sD. GFI WZG BEDR00M#1 W' W/ L L FU MICRO O BEDROOM #3 sD� PRE -WIRED 1` CLG FAN I `\1 PRE -WIRED ATRAIr I CLG FAN PANEL: A PANEL: 42 crt. breaker VOLTAGE: 12D 1240 V-1 Ph MAW: 150 Arrq M.L.O. FEEDER: 3- #210 Cu ThVVN 8 I- #6 Cu (G) in 2' C. OR 3- #410 AL TFNVN a 1- #6 Cu (G) n 2" C. Wlra P01a m Watts CI -Al CWA Wale M. 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A/C C.U:1 q t R U.ortl maamrd Tceor relulll#ats/Nro 274W 30100 Leatl mdarord lxta calaAaaa/Rne Demand Factor CakWatloIs: ABEREVIATKM: AFC[ PAC FA.LLTGRCUTINIERRUPTER NC NRiCOINCIDENI LOAD GM: GROL)DFAULTINIERRIPTER Tani lce0 Nod—dfidar 5350D firs 10000v 9100% IODOD RNrsnin wenet40% 17400 C 10%fa fWrc oaG 10%f s 1740 LOAD CALCULATION IS BASED ON NC NO COINCIDENT LOAD Tdal Co -COW LOW We 29140 Tel w /240Ws 121.4 f General LOME S Reea rc4 Load T pI P/C erc Fee (ieners Use Rec 3 W / ft. FL 14Hes 19 at 65WfLWO at 100% Denas Cads# tts/ Oemmel us a R. PmNA 10 575 1504 451 1235 574 Total Watts 574 I I I I / _TDMGROOM \1 ELECTRICAL PLAN SCALE: 114 a I'-®' BEDROOM#2 PRE -WIRED CLG FAN 1 Ps � 111 � I7070�/A V. 1'i CIARAGE i DOOR GARAGE .i GIN I Iq� I I L a FIXTUREESS I I WALL MOUNTED LI L*HT WA WITC 4 IN I — ATTIC I I I I I I / I / IRRIGATION OUTLET • 48' i FPANEI_ AFF. AA-_. / OPT. METER COACH FIELD HB LK#HT VERIFY LOC. s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W W W.abdSSlgngrOUP.00m AA #: 0003325 � rCNe •} � TI• Y jyj' C O � R ti OOR a LOT ABBOTT PARK LOT #4 BLK #11 PROJECT# 04181.000-04111 MODEL- 3EAB "1504- ALLE)C' GARAGE BVfMC;: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXPk C 0 El I I I I I El I I I I I o? I n I I-- I a+ I I ---- I I I I ; 111L 1 I I 111 • ` ;• I I II • ® WC. I I I I SINK � I I I I I I I I iV I J J r I I I I L - J s 36'xb0' sHiI2 I I I � I i I I OND PAN i I NB VTR 4'-4 4T-10' 2' i LA v 2. we PLUMBING PLAN SCALE: 1/4 . I'-0' LAV 2' 3' 3- KITCHEN SINK W1 AAv VTR, 2' 3' LAV g• WC VTR3' Tue 3' CO ( 3' WASHER 3' TO MAIN PLUMBING RISER 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.•bdesigngroup.oum AA I: 0003325 qy S % � a 4 Qgy � 14 o SLTHDIV. So LOT: ABBOTT PARK LOT #4 BLK. #11 PROJECTp 04181.000-04111 MODEL, 3EAB "1504- ALLEX" GARAGE 8VWO: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 01 DP T 1/25/21 SCALE: 1/4"=1'-0" SHEICT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG, REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC, AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL UN CLASS i AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN m FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS $WALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS 814ALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601, 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF Im DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FN. FLOOR BRONZE FL. F'L. OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC U)FL00R SLAB CLEAN -OUT (TYPE, COL"TER8INIC CA. PLUG SEE SPEC. r-s•X&' CONC. FINGRADE OR PAVING FITTING OR O a EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER - RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRINK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRLI AIR GRILL ATTIC AIR SUPPLY�I j AIR EVAR TRAY NOTE ALL AC TO HAVE PROPER PAN& W/ DRAMS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONB UNIT SIMPSON WB ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN SUCTION AND LIQUID 4' CONCRETE SLASECURE STRAP TO UNIT W/ (2) B REFRIGERANT LINES '8XI I/4' SHT. MTL. SCREWS CONDENSER UNIT E/4' PVC IAA" CONNECTION TO PAD 3/4' PVC CONDENSATE DRAM LINE PVC SLEEVE TO LINES BELOW SLAB NOTE: MAIN COND. DRAIN 3/4' DIA F11 OVER HEAD • 12' FROM STRUCTURE p REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS MECHANICAL PLAN SCALE: V4 • I'-0' 1441 N. RONALD REAGAN BLVD. LONGNf00D, FL 32750 PH: 407-774�6078 FAX 407-7744078 www.abdesigngroup.com AA & 0003325 all b s,x Div. ac 1,07 ABBOTT PARK LOT #4 BLK. #11 PURIOJECT# 04181.000-04111 MoDE><. 3EAB "1504- ALLEX" 0GAl2AGE 81rMG: LEFT PRS AE: MECHANICAL PLAN 160 VJPH FAC OPRDgT 1/25/21 SCALE 1/4"=1'-0" SHEET M1 ATE R� F 2X4 TOP PL � T PRE -FAD TRUSS V!' GLG. BOAT® 1/2' DRYWALL —c SECURE ST. — PLATE TO SLAB IU/ IDd MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS *24' or_ NV 1 C: O 1 uv.7 IN PARTITIONS SUPPORTWx WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (a1TYP. INT. WALL ( NON- BRG. ) D' SCALE: 3/4'.I'-D' FIBERGLASS SHINGLES WITH UNDEF LAYMENT AS PER FBCR 9M.11 ROOF SWEAT14NG THICKNESS AS PER SHEET SNi. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS m PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.I'-C' 5/8' GYPSUM BOARD OR 1/2' WKsH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. ON. R-4U INSULATION —� �WINDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS 24' OG. e'Cu V!' GYP. WL. BD.� / WOOD BABE 0'-0' FIN. FLR j m. a' n W/ WINDOW OPENING H FIBERGLASS SWING EB WITH UNDERLAYMENT AS PER FBCIR 905J.1. ROCF SHEATHING THICX), E AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 0'-0' FN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 4 1-STORY HIP BLOCK WALL 4.12, A (2) LAYER UNDERLAYMENT D1 SCALE: 3/4'.1'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER. (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615-1 r A� L1t i• r.e rse Iolesu LI! 2B GAS LINE THRU BLACK 1e.a. vr.r.a FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WSJ ROOF SHEATHING THICKNESS AS PER 54EET SNI. SECURED PER FASTENER SC-EDULE MTL. DRIP EDGE- / J/ 9' 2x FASCIA PER MA: ELEVATIONS O} VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON 844EET SNI PRE-ENG. GABLE TRUSS WEEP SCREED / 2x P.T. SECURED PER STRUCTURAL DETAILS 7!3-ill �; I ------- LEH lui. vlRTieeL twAac y olsa Dose D7 P f. r er 07/O! rAWRMP TO Room IMMX ewaal¢TO uw r+aoc%= AFMOVAL 11ec. s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-C' —2X4 SPF 24' O.C. MAX—-, SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG LLD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,I.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH C4-& BOARD 1/2' THICK 2 COAT- -I---PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLw_ B• CMU d m °a 4: n W/ WINDOW OPENING H R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ax2 P.T. FURRING STRIPS • 24' Or— in, GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90533. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SC4EDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SFEATHWG THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI, PRE-ENG. GABLE TRUES WEEP SCREED 2x P.T. SECURED PER 9TRUCTUR.AL DETAILS n TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE: 3/4'.1'-0' cm 1 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774E078 FAX 407-7744078 www.abdesigngroup.eom AA #: 0003325 .11 � t Mill R R r y W 40 FIV. Ae LOT TT PARK LOT #4 BILK. #11 PRUOJECT# 04181.000-04111 MODEL: 3EAB "1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 H A. C Im 2X6 PT. • CENTER OF DOOR HEADER SECURED YV (V VZ' X SM J-!JOLT UV 4' MR EMBEDMENT W/ 2' X 2' X Va' WARMER 4 NUT OR W/ (21 VY X a' ANCI40R BOLTS W/ 2' X 2• X IN' WASHER !NUT IE SECURE 214 ON PLAT TO SIX M IF UV MASONRY NA" 2X6 G ARAiN DOORM MCK SICISIID UV (5) VY X S' NC J-COLT OR ANCHOR so BOLTS, W/ 4- MN. EMBEDI"ENT. YV ]• 8 X 2' X IA' WASIER !NUT. (1) WTHN S' OF TOP, (U WTMN W OF THE BTM, (3) EVENLY SPACED. 9 NOTES. ALL ANG10RJ3 SMALL BE N ACCORDANCE TO MANFACTRERMS INSTALLATION INSTRUCTIONS WERE Ee1P14 N9TCnGTI A - 6RIAf- GARAGE DOOR i BUCK ATTACHMENT O2 er.HS ,RM.- 2X4, m GECURE TO BLOCK UV 3/16' TAPCONS (MN. &WANK Slit J48 MN MEAD SIZE 3" MR EMBEDMENT 1 V4') WTMN a' OF EACH END / W OG MAX SPACING. 2X4, m SECURE TO BLOCK IGAV TAPCONS (MK SMNK SIZE J48 MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') U MN a' OF EACH END 4 B' OC. MAX SPACNG. 2X4. m SECURE TO BLOCKW/ 1/4' TAPCONS (MM SHANK SIZE 345 MM HEAD SIZE JIM MR EMBEDMENT I V4') WhIN a' OF EACH END 4 W OC. MAX SPACING. 2X6. CM 2X6, ® 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK UlK2) 3/16' TAPCONS WW2) 3A6' TAPCONS WW2) VA. TAPC0NO MN. (MRL SHANK SIZE J45 MN SHANK SIZE J45 SHAK SIZE J46 MIN. MM HEAD SIZE 300 MR HEAD SIZE JIM HEAD SIZE 300 MR a' CMU MN E'BEDI'IENT 11149 MR EMBEDMENT I V4') EMBEDMENT 1 V4') WTMN a' OF EACH BID a' CMU IUTMN a' OF EACH END a' CMA UT14N a' OF E.AC.44 END V2' DRYWALL , y' Or- MAX BPACNG. ! b' OC. MAX BPACNG. 4 B' OC. MAX BPACNG. a• CMU U,4 P.T. OR S/4'X4• MR V2' DRYWALL V2' DRYWALL �. DRYWALL SECU RE THRU FRAME ! ❑ 1'X4' 2X& ® ❑ 2X& ® ❑ ]X& EXTEND 1-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' SECURE TO BLOCK I'X4' BLOCK UV 3/16• WW2) 3/16' TENZE P.T. NAILER WK2) 3/16' TAPCON6 P.T. HAILER WK2) V4' TAPCONS P.T. NAILER TAPCONB DOOR CAGING (MM SHANKa W' OAM X 4' MN MN SMANC SIZE J45 DOOR CASpr, (MN SHANK GIZE J45MM SHANK GIZE J45 MM HEAD SMM HEAD GU E 300 MK MEAD GIZE 300 T/16' OAM X 4' MMMM MEAD SIZE 3" MM E BED49 DOOR C.ASNG MM EMBEDMENT 1 V4•) MM EMBEDMENT I V4')MM EMBEDMENT 1-1/4• WTMN WOFEND WTHN a' OF EACH END WTMN 8' OF EACH END DOOR CASING WTHN a• OF EACH END DOOR JAMB OR WIDOW 4 W OC. MAX 4 la' of MAX 4 W OC. MAX 4 W Or- MAX SPACING ATTACH TO 2X PER BPACNG. DOOR JAMB OR WNDOD) SPACING. DOOR JAMB OR WINDOW SPACW- DOOR JAMB OR WINDOW MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MANFACTURES DETAILS. MANFACTURES DETAIL& ATTACH TO 2X PER M/WFACTUES DETAILS. NaTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A A TO BLOCK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK UV 3N' TAPCONS (MIR GNAW. SIZE J45 MM MEAD SIZE 300 MIN. EMBEDMENT I V4') UTMN W OF EACM END 4 W OC. MAX SPACING. 2X6, SECURE TO BLOCK IUK2) 3/16' TAPT,ONS MN SHANK SIZE JO MM HEAD SIZE 300 MR EMBEDMENT 1 LOW) a, CMU WTNN W OF EACM END 4 0' OC. MAX SPACING. ta• DRYUW.L 2X& ® ❑ i'X4' SECURE TO BLOCK P.T. NAILER ILIA 2) 3/16• TAPC.QUS MM GI/AlK SIZE J45 DOOR CAGING MIN. MEAD SIZE 300 MR EMBEDMENT I V4•) WTMN W OF EACH END 4 IS' O.C. MAX DOOR JAB OR UIINDOW SPACNCs' ATTACH TO 2X PER MANFACTUEG DETAILS. NOTE, SIN" AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" yRLND0II TO BLOCK +1 1/2" MOTE, GMM AS NEEDED TO PLUMB JAMB (00 NDT EXCEED VW) DOOR JAMB TO BLOCK +1 15/18" �,�OLI TO BLACK +1 15/18" 2X4 all SECURE TO BLOCK W/ 3AW TAPI ONS MM 8NANIK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 UTMN a' of EACH END 4 la' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TMROUGN NON-STRUCTURAL UV(2) 3/16' TAPCLNS 3AV TAPCGN MOIL I- V4* (MM SMAW, SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 3" MR EMBEDMENT 1 VW) WTMN a' OF EACH END a• cML 4 W OC. MAX 8PACNd- V]' DRYWALL 2X& CIECI ❑ SECURE TO BLOCK I-A4 IST2) 3A6' TAPCONS P.T. NAILER MM SMAMK SIZE J48 DOOR GAMSW. MM HEAD SIZE JN MM EMBEDMENT I V4•) WT141N a' OF EACH ED 4 W OC MAX BPACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANU'ACTURES DETAIL. NOTE, GIAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +2 1/4" L�°D'01I TO BLACK +2 IMAM NOTE, SMM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLOCK +3" /1�NDnr a�n aTncr +� 2X4, m SECURE TO BLOCK W/ W161 TAPCONS (MM SHAW SIZE JO MR HEAD SIZE 300 MR EMBEDMENT I V49 WITHIN V OF EACH END4 ID'Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THR LrA4 NON-STRUCTURAL W/(2) 3/li• TAPC *4b 3/16' TAPCON MM 1414' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MR HEAD SIZE 300 MR EMBEDMENT 1 VW) UTMN a' OF EACH END a' CM'1J 4 W O.C. MAX SPACING. r- V2' DRYWALL 2X& ® SECURE TO BLOCK Li P.T. NAILER WK2) 3A6' TAPCONS (MIN. GMA K SIZE J48 DOOR CASING MIN.MEAD SIZE 300 MR EMBEDMENT 11149 2ND 2X BECRE TO STRUCTURAL WN a' OF OF EACH END MEMBER WK2U0d WTHIN aM 4 W OC. MAX OF EACH END 4 6' TO a' OC. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER NOTE, SM I MM AS NEEDED TO PLUMB MANFACI REB DETAILS. JAMB (DO NOT EXCEED 114M) DOOR JA1JB TO BLACK +3" O3TINnn* 9YT nin(:II +g" NOTE, 614M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 7/16" 1�� 11 TO BLACK +S 7/18" 2X4, m SECURE TO BLOCK IW V4• TAPOONS (MM SHANK SIZE JAB MR HEAD SIZE 300 MM EMBEDMENT I V4') WTMN W OF EACH END 4 18' O.C. MAX SPACING. 2X6, SECURE TO BLOCK WW2) V4' TAPCONS (MM 864AW SIZE J4S MM HEAD SIZE 300 MR EMBEDMENT 1 V4') WITHIN W OF EACH END 4 ID'Or- MAX SPACING. 2X& SECURE TO BLOCK W(2) 1/4' TAPOOINS (MM SHANK SIZE J48 MIN. READ GIZE 300 MM EMBEDMENT 1 1,14') WTTMN W OF EACH END 4 la' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THIRCIU M NON-6TRJCTRN- 3AW TAPCON MM 1-V4' EMBEDMENT INTO BLOCK L_V a' cm U2' DRYWALL P P..T.T. NAILER r n r- I. P.T. X 41 MM DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTRES DETAILS. NOTE, 041M AS NEEDED TO PLUME, JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLACK +3 3/4" n 11WD01/ TO BLACK +3 3/4" L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3275D PH: 407-774-6078 FAX: 407-7744078 wwwAbde signgroup.com AA N: 0003325 J R N � Qg� R F lie a it 3 suBIDIV. Ae CUT: ABBOTT PARK LOT #4 BLK. #11 PROJECTMM 04181.000-04111 MODEL: 3EAB "1504- ALLEX" GARAGE SIWWMG: LEFT PAGE: DETAILS 160 PH E . C n 1/25/21/4"=1'-O"2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLN MANUFACTURER CATEGORY DESCRIPTION VECOR�E EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/20U 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS - 2020 FBCR 1Z/31/2021 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCI. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 1387L7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 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 IZ/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 104465 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FM 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 108W.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/32/2021 114965 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR IV31/2D21 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10532.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16SO3.1 KAYCAN LTD. PANEL WAILS EXT. SOFFITS 2020 FBCR 1Z/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 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 25353-RS MIWINDOWS&DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 1S076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 1Z/31/2021 5684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT.DOORS SECTIONAL 2020 FBCR 1Z/31/2038 15279.20•R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 1S279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU ENT. DOORS 8'-W SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EKT. DOORS 8'-W SWINGING EXI. DOOR 2020 FBCR 12/31/2021 107584R8 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-RS OWENS CORNING -RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223-RS JAMES HARDIE BOARD PANEL 2020 FBCR 1Z/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 1Z/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/2024 1S8.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 02/03/2021 .1 N. RONALD NEAGAN III LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774 4078 wwwabdaWgngroup.com AA is 0003325 M y C r a O aUDDIR at Lolm ABBOTT PARK LOT #4 BLK. #11 PROJRC" 04181.000-04111 MOD=, 3EAB "1504- AUDC GARAOL' awnao: LEFT PA M PRODUCT APPROVAL LISTIN 160 H E PREFORMED CONTROL JOINT PLANM OF CONTROL ,FONTS Td BE WRED TIED TO LATH • S' =MAX (VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F &UD EXMTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURNO INSTALLATION —� FASTENERS TO BE SP •roc, MAx vE¢rNc•ALL�] j' THICK ! COAT CEreNT PLASTER WPM LAYER 7, PORTFIEER ME PAPER APPROVED METAL LATH FASTENED -1' (VERY.) OC. MAX AT SU'PORTS WRD LAYER 9• STUCCO WRAP It= SMEAT14W. LATH SMALL NOT me CONTNU01J6 A•• ro r r• To r TWPICKW CONTROL JOINTS BUT SMALL BE STOPPED AND TWO AT EACIN SIDE PROVIDE BLOC PER ASTM CIO&! 7 PLACED PLLATAT MAX. TO S' V NOTE,CONTROL PROM (DONTRIDL JOINT JtONT FALLS ON / ASTEER& FOR LATM TO BE NAILS OR` i STRJCTURAL STUD STAPLES N COMPLIANCE WV ASTM CIO&! r 2. WARE TIES TO BE (IB. M) 004UY UAW / 3. BLOQCNG SHOWN MAY BE N ADDITION/ \ TO WALL STUDS REOLWED PER PLAN OLIOLD NAIMIW). FT.d OLRAD WMIO R A L LwA"R • n. a 6. ORIAM . M. C OLICLD PWYIO. R.d L CTmARW . PC a FAD O1110LD NIWO. R.A L CREAM . M. a L OMANK . PT. G 11OLD Fr. O Om Pr. a TLL tR.O TOWN" BOTTOM PLAN= M aona•t ~~ "TOM TON, tmcwr. ! COAT CEMENT OROMI M W' 2 C"T WALL FLA&mu LMCWT KABOB nNE RY1NI AT NIORCM IF ROOF • W INMmmRCTIOIN t>am� APPROVED BUILDING WRFw SMALL BE LAPPED A MNPUM OP &' a VERTICAL LAPS (BOLL ENDS) a i' a NORMONTAL LAPS. ALL SE.NI'16 NEED TO BE TAPED KITH FORIEIER SNEATHM TAPE / r tlsa tAr • rlTAL un) \ LATM VERTICAL LAP TO BE I' IT METAL LATH UM LAYER t STUCCOWRB LAYER 'I tlRRAP \ BLWLDM PPAPERFORTFIBER/ JI 2 SCALE.1I VJ'.r-O- r rw uTu L.AT. �• OVRR w. LAF [tam, SIDE LAPS OP METAL PLASTER BASES SMALL BE SECURED TO PRAMNIS MEMBERS. THEY SMALL BE TIED KITH 00416-N (I21-t" KITE AT INTERVALS NOT MORE TMAN V (221-M M). AS PER AST" CIM-3, ® KICKOUT FM .AWOFTEAM DETAIL INUMLAYERS, YEARNS MAY BE PATCHED u WTAPE RAP MlE PER ER MANF. SPEC. OR PEEL N STOIC WOOD antic SFEAT14W. Sm.w 4'"' APPROVED NOOSE KIRAI•. R.48MNS TO EXTEND ONTO PIPE 1. OR Law F•IPE CUT AND OVERLAP ONE SIDE O'— SELF-ADNERM tE' BP&M PL.ASNNG STEP h r TWX, 3 COAT CEMENT PLASTER FETAL LATH WRS LAYER 9, FORTFBER BULDWS PAPER 0M LAYER % STUCCO WRAP MEATNNG I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS RECLINED TO SECURE PIPE/ WRE TO FRAMM WOOD SHEATHING OR CMU WRB LAYER N, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP t 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT 'D WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. SECTION PER CT1CN @11t "1"mIW ommo o Ex4atbr o/porN cement plasmr sheN oompy with 81e ApOICW n regtArenenls of ASTM C 926-18b. 1-t.Rabon of ealerbr lathing and frxdng 5W comply A h ASTM C 106319a, or ASTM 1787. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f-:. - WOOD OR 111too" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84-1-14a, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdaWgroup.com AA # 0003325 A9 R y 4 g !� 0. I 4A W g 0 smomm. ae LOT. ABBOTT PARK LOT #4 BLK. #11 FmoJwTjp 04181.000-04111 IWDEM.9 3EAB "1504-AUEX" GAIt"M 8MUM: LEFT PAa� WALL ASSEMBLY DETAILS 160 PH EX, C INSTALL W SELF -ADHERING M15RANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF TIE EXHAUST. nensw'e OF FLAS14M TO BE, L BOTTOM. 2. SIDES, 3. TOP X: VENT OAP IS TO BE SET IN BED i...�: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE y TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND 1 VENT -APPLY SEALANT ALL i 7xI JOINTS AND INTERSECTIONS I' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING • JOINT ALL AROUND I I PER SECTION R703.7 EHAwlor Whko and DI=W ft BACKER ROD I I Exterior use of pordand cement plaster shall comply with the application :x. - requirements of ASTM C 926-18b. 1. Installation of exterior lathing and framing ' r shall comply with ASTM C 1063-19a, orASTM 1787. WRB LAYER 1, STUCCO WRAP HOODED VENT j' THICK 3 COAT CEMENT S, PLASTER METAL LATH WRB LAYER 12, FORTEI9ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) W70D SHEATNNG LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER WOOD CON8IUCTION —METAL LATH a' CMU VNYL CASING BEAD W RAISED BAND W °.P `L W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONW BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP a SIDES (9 DRYER VENT (BLOCK) BUILDING PAPER OVER WMICK FLASH' PIPE THROUGH WALL I V SELF ADIESIVE— FLASHING (INSTALL PER MANUF. SPECS.) SUILOMYa PAPER UNDER 'QUICK FLASH' 0A VENT PENETRATION SCALE: N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I �—ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER 76' TO 76' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED I -L-a I:7. WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 15E FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UPS LAYER 91, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE TY FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #1 STEP #3 WOOD SHEATHING UM LAYER 1, STUCCO WRAP 10R6 LAYER 4, FORTIFIBER BUILDING PAPER -METAL LATH FASTEN TO UIDOD STRUCTURAL MEMBER • M' OL. MAX 6' WIDE STRIP SELF ADHESIVE PLABHIING, CLEAN MASONRY ISEFORE APPLYING V FHNISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 9' WRB LAYER 01, STUCCO WRAP WRB LAYER 1, STUCCO WRAP M APPLY 60 MIN_ SELF -ADHERING 9 GRADE 'D' FELT MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 "7 E= ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #6 @)ELECTRICAL RECEPTACLE M N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-774 3078 FAX: 407-774-4078 wwwAbdesigngroup.00m AA C. 0003325 O b 0. FLS . AT PARK #4 . #11 -04 11 AB ALLEX" OVUM: FTLL MBLY AILS 160 MPH W. C WOOD SHEATHI UM LAYER -1. STUCCO WRAP UppD WRB LAYER -2, FORTIFOER CONSTRUCTIONI-TO BUILDING PAPER IY1 HAT CHANNEL]' THICK 3 COAT CEMENT TYPE x'DRYWALLPLASTER 6' OAF. • TOP OF WEEP SCREED SHEATHING BEHIND WEEP SCREED WOOD SHEATHING WRB LAYER 9, , STUCCO WRAP / I' THICK, 3 COAT CEMENT PLASTER i _ - 6'SELF-AWRAPPED FLASHING WRAPPED :�� • TOP OF WEEP SCREED TO SHEATHING BELOW }_ WRB LAYER 9, STUCCO WRAP U✓F'D LAYER -!, FORTIFIE - ---- , I BUILDING PAPER <, - - - 6' -AD14ERENG SELF WRB LAYER 9, / FLASHING WRAPPED STUCCO WRAP �o I • CORNER OF CANTILEVER GO AM16i�11W1C-18® 1 y � 4' 2 VEEP POSITIVE DRAM BGI�W� NO GAP IN FIELD J (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL. ® CANT. SCALE: 1 14'•I'-D— NOTE; METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) EXT. WOOD FRAMED Wuu L SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHERBARRIER 9 WEATHER RESISTIVE - BARRIER 4 i' THICK, 3 COAT CEMENt PLASTER METAL LATH MOOD SHEATHING EXTERIOR GRADE DRY WALL I' THICK, 3 COAT CEMII PLASTER CORNER SP-40 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x—x—x—x WOOD CONSTRUCTION STUCCO WEATHER RESISTIVE WOOD OR i/iro' ZIP WALL BARRIER 9 N 'T12 SIL,4r �JEL BARRIEERR RESISTIVE SHEATHING SELF-ADHESIVE FLASHING k THICK, 3 COAT CEMENT PLASTER 51W TYPE x' DRYWALL METAL LATH W/TEXTURED 4 PAINTED i WOOD SHEATHI FINISH i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION '., WOOD CONSTIMZITON WEATHER RESISTIVE BARRIER 9 HL-WEATHER RESISTIVE BARRIER a VNYL C45NG BEAD J' THICK 3 COAT CEMENT VN PLASTER 5/8' TYPE x' DRYWALL METAL LATH UV EXTURED 4 PAINTED WOOD SWEATNI FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN HEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @12RIP EDGE INSTALLATION FNIS14 LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICKEDGE • DR1 EDGE TO DECK I YJW % P.T. OR Sri" WOOD (TREX) FILLER CONTINUOUS WATER PROOFING 1st 1 LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — 6' PEEL 4 STICK • DRIP EDGE TO DECK—. Yi GAP FOR BACKE�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT 14AT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 3' X 3. 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT,ip MN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER v ///// ROD 4 SEALANT )i GAP FOR BACKER VINYL CASING BEAD ROD 4 SEALANT — WEATHER RESISTIVE VINYL CASINO: BEAD \_1 BARRIER 9 ' HEATHER RESISTIVE WATER PROOFPROOFINGlet- BARRIER 4 LAYER (2 LAYER PEE 4 STICK) 7UMN SHEATHING FATHER RESISTIVE AR\\RIER -1 FATHER RESISTIVE ARRIER •t SAF. \ 'EEL 4 STING I Ya'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CIM ENT I )j' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF DECK MEMBRANE, EXTEND OVER DRIP EDGE PEEL 4 STICK 3' X 3. 26 GA GALV. SUB FLOOR METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MN. SPACE FROM DRIP FACE TO TREX I- Jj' P.T. OR SIHUL/ VINYL CASING BEAD WOOD (TREX) FILLER WATER PROOFING bt FSEALANT Yi V GAP AP)OR FOR 7MODIFIED LAYER (2 LAYER PEEL 4 OFT. BACKER ROD. - STICK) WRAPPED FROM BALCONY DECK TO W CANTILEVER 3/4 RESILIENT i' THICK, 3 COAT CEMENT HAT CHANNEL PLASTER VINYL CASING BEAD METAL LATH WOOD 814EAT14I WEATHER RESISTIVE BARRIER 9 5/8' TYPE x' DRYWALL WEATHER RESISTIVE W?EXTURED 4 PANTED BARRIER 4 FINISH 4' POSITIVE DRAIN nano ar_even J' THICK 3 COAT CEMENT PLASTER , VINYL CAST BEAD NO GAP IN FIELD. (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING: MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHINGS ® l' O.C. MAX. WRB LAYER $1, STUCCO WRAP WOOD SHEATHINGS METAL LATH WRB LAYER "2, FORTIFIBER 5UILDING PAPER 14 A CORNER BEAD @ FRAME L 2 1/2' lk CORNER BEAD (FASTENER 4 SPACING s l' O.G.) CMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD @ BLOCK WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER -2 6' GAF. Ofi,v ' 'L' FLASHING _ FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA GALV.RI METAL DP EDGE 'D SET IN FULL BED OF SEALANT, Jj' MIN. SPACE FROM DRIP /FACE TO TREX WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD BFNEA' VINTL QA?FW4ER BEAD J / (SWOUN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (Wl"L" FLASHING) SCALE: NTS WRB LAYER P1, FORTIFIBER BUILDING PAPER----,,, METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING---n FLASHING WINDOW FLANGE SHEATHINGS WRB LAYER h, p STUCCO WRAP I WRB LAYER'2, FORTIF15ER BUILDINGS PAPER METAL LATH (EXPLODED I' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 42, FORTIF15ER BUILDING PAPER—\ METAL LATH d' THICK, 3 COAT CEI' PLASTER 6'SELF-ADHERING FLASHING DRIP CAP - WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwAbdesigngroup com AA S: 0003325 Zl E lyyY HIV. N'r LOT. ABBOTT PARK LOT #4 BLK. #11 0 18 0 0-04111 MOD=, 3EAB "1504- ALLEX" GAItAOZ aw11140t LEFT 1 PAGN: WALL ASSEMBLY DETAILS 160 MPH FV. C WOOD SHEATHING yY4, C.A TTTP� � R3 COAT CEMENT �' THICK, 3 COAT CEMENT IX TRIM MEMBER TO TRIM METAL LATH SEALANT PLASTER ' URB LAYER 01, • STUCCO TO METAL LATH STUCCO WRAP SIDING TRANSITION WRB LAYER 02, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD 614EAT14MG WRB LAYER e2, FORTIFIBER BUILDING PAPER WRB LAYER 01, 1 / - I WINDOW FRAME STUCCO WRAP WRB LAYER a'2, FORTIFIBER METAL LATH �• THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO WRAP STUCCO WWRAP � BUILDING PAPER PLASTER ? BUILDING PAPER ; E-Z BEAD VINYL CASING ! ; (W/%' FLEXIBLE PVC BACKER ROD) METAL LATH 6'SELF-ADHERING CASING BEAD 1 ,f 1 I FLASHING THICK, 3 COAT CEMENT FLASHIOR PEEL VINYL ANGLED EXPLODED �� NG 4 STICK FOR CASING BEAD a GL CLARITY) PLASTER SIDING TO STUCCO WRB LAYER M, STUCCO WRAP, I WRAPPED AROI.MD FRAMING MEMBER CASING BEAD DRIP GAP 1 (CROSS SECTION) I b' SELF ADHESIVE FLASHING WINDOW FLANGE WRB LAYER w, WOOD SHEATHING STUCCO WRAP ::...� ; 2X FRAMING VINYL ANGLED IBE7� TlercTloN MEMBER DETAIL BELOW EXPLODED CASING BEAD ' �«TM FOR CLARITY WEATWER I9�EaIaTIVE WRB LAYER 02. FORTIFIBER ' _" - `• BUILDING PAPER i WEATHER REaaTIVE '� ``'------------------------------------------------i � METAL LATH • ' �• THICK, 3 COAT CEMENT . � b' 1 THICK 3 COAT CEMENT FLAa�IaG s WEATHER RESISTNE i44 GAP TYP PLASTER ; / 1 ealuE�e VIRATNER IRieelaTlvE CASING BEAD PLASTER b'SELF-ADHERING g aTARnae STRIP I / \i \�\ BANNER 7 ! ' SEALANT TO WINDOW METAL LATH FLASHING 1 y RAi+ �`E' i c,ALwrETa \ C"LVVMETTAL ' WRB LAYER 02, FORTIFIBER DRIP CAP 'r RAAHWI i BUILDING PAPER IY.• x b• Stl-1LATED WINDOW FRAME WOOD SHEATHING WINDOW FLANGE a�oo Twy MEMBER CASING BEAD C� WINDOWTRM MEMBER b 15 C (FRAME, W/BAND) ' \ \ / OR APPROVED SEALANT �\ 1 � I I I SIDING TO STUCCO WRB LAYER M, 0 BLOCK TO FRAME I STUCCO WRAP WOOD SHEATHING%� TRANSITION a 6' WIDE PEEL t STICK OVER FLANGE WINDOW FLANGE V7 METAL LATH WRB LAYER M, STUCCO WRAP WRB LAYER °2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 227 LBS. WOOD SI-IEATPING PER Sa YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, CCMTPKJCTM � -ADWEIM . STUCCO WRAP UEATD RftWnE /� .I BAPU64RIDlR YEATNER RESMTIVE ER 9 TO OP \\ V 4 SISTIVE MIN. /i WFLAWM WRB LAYER 02, FORTIFIBER 'IJk'.x"AL"'8l-m BUILDING PAPER b' BELP•AD4ERMf SAFFIER IiES18TIVE 1 B DAIOiIER, PLABHRI6 \\ 'T IVE / IQ -2 BANOMMETAL LATP STARTER STRIP aALw METAL $" TNICK, 3 COAT CEMENT 'rL �M �� PLASTER RioLAP CASING BEAD @ RAISED 817A��SCALE:BAND (FRAME) 1 1/2' = V -0' nm BACKER OD) b' amp-ADWERM FLAS4W I I, -I" RESISTIVE ': UEATER RE61aTIVE BARRRR, / �DARR9ER, MEATIER RESISTIVE E-2 DEAD VN1'L r.aa16 BARRIER 4 BAC1� �) PVC SIDING TO STUCCO eP"aa�ER�eTIVE ® FRAME TO FRAME 19 TRANSITION BEAD VINYL CASING 2X FRAMING (W/ CW/%' FLEXIBLE PVG BACKER ROD) I MEMBER v .APPLY FULL BED OF SEALANT BETWEEN BUILDING: FLANGE t BUILDING WRAP WRAP �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — M� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.awm AA /: 0003325 q a 3 114 § � N O b o aysa:v. as ABBOTT PARK LOT #4 BLK. #11 pao1inaTip-04111 3EAB "1504- ALLEX" GARAGE 8111INa: LEFT PAOE: WALL ASSEMBLY DETAILS 160 1JPH a. 2x6 SUB-BANb W/1'x4' NOTCH ea END, WRAPPED IN PEEL 4 STICK DRIP EDGE !d� II i/8' TEXTURED 1 I FINISH s WOOD i 1/2' TEXTURED FINISH a CMU METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM I� WOOD WALL EXTERIOR WALL (FRAME OR CMU) `I " 1 METAL FASCIA U/RAP 2X6 SUB BAND— �t ©PLAN B 'VS' TEXTURED PMISM • WOOD, V2' TEXTURED FINISH • CMU METAL LATH I ",-U)OOD SNEATI4WG OR CM4 WR5 LAYER M, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER Z.(FRAME ONLY) �\ NOTE: NOTCH FOR 2X6 \I SUB BAND ONLY ROOF KICK OUT REMOVED \\ �I FOR CLARITY ROOF DECK (BEYOND) �. DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1-1/S' TEXTURED FINISH is /WOOD, 1/2' TEXTURED / FINISH 0 CMU 2x6 SUB -BAND W/I'x4' NOTCH v END, WRAPPED IN PEEL 4 STICK ®ELEV4TlQN METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®F)LAN A ROOFW. CEMENT DRIP EDGE METAL KICK OUT F'RE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/Wx4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W f KIC K—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/14'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY r� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeafgngroup.com AA k: 0003325 h Lr � o iO � z Fi a a d Sk �o i»sulwrv. aallrroT ABBOTT PARK LOT #4 BLK. #11 0�41811..000-04111 roams To 3EAB "1504— ALLEX" GAVAOM EMMS: LEFT PAGE WALL ASSEMBLY DETAILS: SUB —BAND ,.lVVPH ft. C of FE3 A, A NO DPi � 1/25/21 8CAIM 1/4"=1'-0" VY s�T>e�'rT A6 L.Tol ,Li7_�liLsPVLol&*? SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 312" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN SCHEDULE FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TEA 8" SEE PLAN 8" - s (_)0'-4" TE-2 12" SEE PLAN 10, - s FM-12x18 1T CONTINUOUS 18" - s (+)O"-0" FMC-12x18 12" CONTINUOUS 18" - (2)#Fs VARIES F1-24x24 24" 24" 12" (2)#5's (2)#Fs (-)0'A" 70'-0" - ' FM-12X18 FM-12X18 y _ _ _ ^ _ _ _ _ _ _ _ — _ _ FM-12X18 _ _ — _ _ _ _ _ _ _ — _ _ _ — _ — _ �� m ml ----- �— LOPyS�E 1 8"_� o I n EXTEND 31/2' x SLAB 1 tY2" XI lv m 4" CONC. SLAB 1 I I �L T 31/2" � ILL "� LL SLAB --I O `- X FM-12X18 o a � 4a-1o" ' 1z'ao• a M LL I 4" CONC. SLAB N TE2 3 SLOPE 1/8" o 0� —0 �- F -FF1C�rlk1�— PI SLAB I $-5 tl2" 4 — 4" PVC CHASE FM-12X18 ' N 1.1 SLOE 2") 1 1A �I NI o �I 20 -8" LL 4 Y Y I I + 7 1/2" SIW 1A q 2 I v ioFT FM-12X18 J FMG-12X18 _ _ m Ol u- ll-F'�4 4" CONC.J SLAB TYP FOUNDATION PLAN SCALE: 1/4 = 1'-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/T FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90, HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30% #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE XVS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 PAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 Q h u 4 Ci O e C 9 SVHDIV. Ae L07 ABBOTT PARK LOT #4 BLK- #11 PROJECT# 04181.000-04111 MODEM: 3EAB "1504— ALLEX" GARAGE 81IIT7G: LEFT PAGE FOUNDATION PLAN 160 EXP Ed 0 4 1 SCALE 1/4"=1'-0" HIiEE1• s1 30° MIN. EACH WAY MONOLITHIC FOOTING Z } L sv Z g STEEL REINFORCING IN GROUTED .1 g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q a O CELL SEE PLAN FOR SIZE AND j(r �•v - ' Q a SPACING REQUIREMENTS 6 w °� SPACING REQUIREMENTS 1 �c GARAGE DOOR m w U w It v 1 rd/ w^ RECESS a. to .., FM - Z 8"CMU WALL O 8" CMU WALL I ° f CORNER BARS, SAME SIZE AS LARGER BAR W O w w B+ `o o ? m '- 0'-0" FOUNDATION WITH LEG EACH I J = M +- 0'-0" f—T-TOP OF SLAB TOP OF SLAB W WAY AT ALL CHANGES IN IN DIRECTIONS I rl SO THAT THE STEEL REINF. IS CONTINUOUS rn N ° MATCH AMOUNT OF CONTINUOUS BARS I CURBFOR ",.. EXT PORCH SLAB W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (I -STORY) #3 18" I / M EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE• TOP OF GARAGE 4" CHAMFER � E w f ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE , MASONRY UNITS SET T AT ELEV: '0+ .., JOINT (WHERE • -. • 6"CHAMFER (2STORY) #4 24' W/ 1!Y ISOLATION (+STORY) 6" CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 �„ JOINT (NMERE • • EE SCHEDULE g FOR WxD, BAR SIZE APPLICABLE) Z 4 FOR WxD, BAR SIZE WHEN RA WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING `v #6 36' AND BAR QUANTITY AND BAR QUANTITY NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 42" NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO %,EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE @ GARAGE SCALE: 3l4•=,'-0" CORNER BARS DETAIL DOOR OPENING 4' �3 SCALE: &4"=1'-0 SCALE: 3/4"=1'-0" _ (1) #S REBAR VERTICALLY W/ CONC. U POURED CELL LAP TOP PLATE A MIN. OF 48" 8" CMU AND NAIL WI 16d COMMON 0 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT u #4 REBAR Q24" O.C. ®CENTER OF LAP TO OCCUR OVER STUD OF WALL W! PLAN m g SLAB Z Qv a' W w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP UO > Lu 9-0 ( I No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ I 5 NEW REINF. BAR SPACING. SINGLE BTM. PLATE IQN9" WEDGE ANCHOR W/ 2" Oa, Il SECURED W/ 2- PART g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH 2" CAPPED a I EPDXY. MIN. EMBED EPDXY 5-1/2" EMBED. MIN. @ 16" OC 1`111- GALVANIZED PIPE Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. WIFLANGE BASE < O FOLLOW ALL MANF. BTM AND TOP PLATE m 4 CONC., REINF. W/ tr SPECIFICATIONS FOR ANCHORS W/ 10d x 1 112" ° 6"#10WWMON USEAND I m17-T COMMON NAILS FILL ALL U 6-MIL POLY ETHYLENE F m PREPARATION OF HOLES, DO NOT USE 10d W VAPOR BARRIER ON '0� �I Z w HOLE. x 3" K SEE SLAB SCHEDULE = I WELL -COMPACTED SECURE FLANGE TO J Q > - CLEAN FILL TERMITE TREATMENT SLAB W/(4) 1/4" X 2 1/4" m O -0" m ORA-CARE TAPCONS Q OOSL SLAB y a (2) CONT. #4 REBAR . °.� a f 6" CHAMFER (2-STORY) (2) #5 REBAR ON CHAIRS 12" MiN. DEPTH INTO ? W 2,000 PSF VIRGIN SOIL OR 95% EQ.SEE EQ. FOR WXD,HEDULE BAR SIZE VIRGIN OR ENGINEERED SOIL > - O COMPACTED SOIL AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'-0' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD r6�MONOLITHIC FOUNDATION 7 SCALE:3/4"=t'-o" FOOTING W/ BLOCK WALL 5 SCALE: 34"=1'-0" SCALE:34"=+'-0" (W/ UPLIFT) 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49" --�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48" LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2x4 2x6 WOOD BEARING WALLL W! SYP 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING LAP TO OCCUR OVER STUD Zx4 OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE � PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO Q ^ a SLAB WItOd MASONRY NAIL 16" O/C STAGGERED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB Wl10d MASONRY NAIL O t ADDITIONAL METAL 16" O/C STAGGERED. ADDITIONAL METAL Q °0 U CONNECTORS NOT CONNECTORS NOT v REQUIRED WHEN NO REQUIRED WHEN NO a K y w UPLIFT IS PRESENT. UPLIFT IS PRESENT. O 8" CMU WALL SEE SLAB SCHEDULE M Z + 0'-0" , POURED LINTEL CONT. (TYP.) �• 8" CMU FILLED CELL (TYP.) •+•:' _ � TOP OF SLAB Q *- 0'-0' SEE SLAB SCHEDULE TOP Of SLAB__ 2X WALL FRAMING --° .- 0'-O" Z SEE SLAB SCHEDULE ` 1R" DtA. SIMPSON ST82 BOLTS 5" TOP OF SLAB -°• Z w MINIMUM EMBEDMENT INTO ° "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND - CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH • J . . - FOUNDATION AND SLAB SEE SCHEDULE ° SEE SCHEDULE EQ. EC__ --SEE SCHEDULE FOR WXD, BAR SIZE - Tr —FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY AND BAR QUANTITY (_."�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL SCALE:34"=+'-0` (NO UPLIFT) G) COMBINED EXTERIOR MONO- 10 FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION SCALE 34"=1'� (NO UPLIFT) SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.m AA #: 0003325 w •1 a m b c R 2 SUBDI& LO .. R ABBOTT PARK LOT #4 BLK. #11 PROJECT 04181.00t-04111 MODEIs 3EAB "1504-ALLEX" GARAGE awING: LEFT PAGE: DETAILS 160 MPH E C PAVERS TOP OF SLAB dSEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: t2"=1'-0" LAP TOP PLATE A MIN, OF 48" - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 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 SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE I Dd x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 1/2'Y9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-112" EMBED. MIN. @ 16" OC MAX SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL 6DALE: 1/4•=,•-0" (W/ UPLIFT) MIN. 10" EAD W/+t" NOSE 94 REBAR (TYP.) ♦ TOP OF SLABSLAB Z -' 12"RADIUS OR CHAMFER a, W Q wF� '-. a .♦. 3 W W w w Z 3 W > ��g �on0 —mac 2 EXTERIOR STAIR DETAIL SCALE:12"=1'-0" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND tL SPACING REQUIREMENTS W a. a V) Z 8" CMU WALL TOP OF SLAB • SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB(2S 4" CHAMFER (1-STORY) 18" O W/ 1/7, ISOLATION 6" CHAMFER TORY) JOINT (WHERE ♦ #4 24" APPLICABLE) Z MATCH STEEL N5 W E REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 36" THRU FOOTING 97 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3l4"=1'-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS _ i_ o > 8"CMU WALL m U W or w W SEE SLAB SCHEDULE <w co O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL 3 4. 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS — 8" CMU WALL SLAB SCHEDULE EESCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3l4"=1'-0" /I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA Y: 0003325 a �QQ O � R BVSDIV. de LOT•. ABBOTT PARK LOT #4 BLK" #11 PROJECT# 04181.000-04111 MODEL: 3EAB "1504- ALLE)C GARAGE OW MG: LEFT 1PAGE: DETAILS 160 APH E& C 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX, 407-7744078 WwwAbdesi�roup.com AA #: 0003325 4T-4" 3T-0" 33'-4" 26'-0" 12'-0" 6'-0" io v M 0 lV Y 0 4 _ o io '4 5'-8" 12'4" 24'4" 28'-0" 32'-8" 39'4" 44'-4" 48'-0" 55'-4" 62'-8" DOWEL PLAN SCALE: 1/4 =,'-0" Z H w It —LLL SUHDIV. a LOT. ABBOTT PARK LOT ##4 BLK. ##11 PROJECT# 04181.000-04111 MODEL, 3EAB 1504— ALLEX" GARAGE BVfMO: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM iv — VARIES PER ELEV. Z � N .I la- Q O CLEAN OUT REQUIRED FOR INSPECTION Q ca ' 0'-0' FIN. FLR. TIE RTICAL REBAR TO HORIZONTAL a.:. REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z #3 18" 0 #4 24" U #5 30 #6 36 #7 42" HORIZONTALNERTICAL REINFORCING r SCALE:3/4"=1'-0" EXT. PORCH SLAB W/ 1/2" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE — THRU FOOTING Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW � J Z 8" CMU WALL 0 M l -SEE SLAB SCHEDULE 4" CHAMFER (I -STORY ) / 6"CHAMFER(2STORY) z MATCH STEEL g REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE &H� OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #5 w "6 �) #7 REINFORCING � G 42" SCALE: 3/4"=1'-0" z0� BAR SIZE 48 BAR DIA. 0 #5 1 30" NG REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 wwwAbdesigngrottp.com AA li: 0003325 Y h Q kq Lq O 3X SVHDIV. a. W ABBOTT PARK LOT #4 BLK. #11 PROJECT/I 04181.000-04111 1[ODEL" 3EAB "1504- ALLE)C GARAGE 31►ndG: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1P2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1YP' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE gaaMM INDfCATES OPENING BELOW / T.O.B. = TOP OF BEAM I 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)SIZEREMARKS REfNFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 84 (1)#5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES T-0" 8F16-1TIOM/OB 8F16-1TIOMIOB F1 -1T 8F16.1T/0M/0B 1 m 1 ♦ 11 now LINO PROVIDE BB1 2Ic ♦♦ WHERE ROOF TRUSSES 1 ♦♦ BEAR. TOP OF WALL 4 1� EL. 8'-W UNO ♦♦♦ 1� > ♦ c 1 1 0 1 o � ♦♦ LL 1 p ♦ d' F________- ♦♦♦ 1 1 m ♦♦ 1 1 ♦♦ 1 1 ♦ 0 1 1 ♦ 1 1 }_____________________________________________ __________________-j 1 1 n i I6__7v1-1 0 oZ 1 - L L 1 i m> O 1 D 1 < 1 i 1 � 1 � 1 � + 1 � + 1 1 8F16-1T/OM/OB 8F16-1T/0M/0B 1 ---------------------- ______-------------------- ______---------------- -------- LIFT BEAM PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA IP: 0003326 M #4 h i4 3 app a BUDDIV. &. L102- ABBOTT PARK LOT #4 BLK. #11 PROJMCTO 04181.000-04111 MODEL" 3EAB "1504— ALLEX" OARAOE 81NMG: LEFT PAGE LIFT BEAM PLAN AND NOTES 160 H E . C ilI DwrE 1/25/21 SCALE: 1/4"=1'-0- 88EET s2 DwrE 1/25/21 SCALE: 1/4"=1'-0- 88EET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REB*40OK\\�`' NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING B• �t PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND OF r\G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST t#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 8'k16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 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 i#5 / A TOP OF THE LINTEL. o„ , O� 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �5- "' 8x16 DBL. BOND TOP OF / Q�E BEAM W/ (1)#5 BAR BOND BEAM \O 8 EACH COURSE G 8x8 BOND BEAM TOP OF #5 BA # �GN\� W/(1)#5 BAR .y: BOND BEAM F=FILLED W! GROUT -(\AN U =UNFILLED GROUT SOLID FROM TOP .t4\O NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 T/1 ill/ B T INAL�16-1 ��EW BD�TE CORNER H�� # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY g OPENING - 2" IT IS THIS ENGINEER'SINTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM 1 SCALE: 314"=1'-0• THAT XFX(- 1Tl1 WOB INDICATES A DOUBLE BOND BEAM #OF#55, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4'=V-0" AND XFXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/IM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) I Vl6 TAPCON OR DRIVE PIN (MIN SHANK SVE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8- FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON .a 3 19 PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4-) 8- SLOPE FROM EACH END AND 18" la m O.C. MAX. 2b EMBEDMENT 4 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR VE MIN HEAD OPEN FACE SHELL SO SHANK SIZE. 4I MN AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER BOND BEAM #5 MIN. REQUIRED N EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-114" EMBEDMENT MIN. 2-12d PER SILK. EA. END TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7116" OSB SHEATHING CMU WALL CORNER BARS �3 AT CORNER STEP SCALE: 3I4"=1'-0' SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" O ARCHWAY FRAMING DETAILS 5 SCALE:3l4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I a I I SINGLE #5 CORNER I " A M O I I BAR, 3Ox3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER II / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH LINTEL, PROVIDE #5 BAR AT EACH SIDE L STEEREINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=l'-0" 6 SINGLE LINTEL, MULTIPLE OPENINGS SCALE: 314'=1'-0" 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA #: OD03325 M dJ V U C SLJHDIN. a LOT: ABBOTT PARK LOT #4 BLK. #11 1pitoj=Tfp 04181.000-04111 MODEIi 3EAB 1504— ALLEX" GARAGE BIWMG: LEFT PAOE: DETAILS 160 MPH EXP. C m PRINT 1/25/21 DATE: SCALE: 1/4"=1'-0" SHEET S2.1A "LOT rS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEE PL LFOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/&OB s-moo 7r 1T tt -1T TYPE LENGTH W PLAIN U SOLID TYPE LENGTH &8-1T &16-1T 8120.1T VA -IT 8425.1T &32-1T 818-18 afis-iTmo miTji8&24-ITms7Tn lTn 8060 &16-2r &20-ZT 824-2r 8128-7r 6W-2r 3' 6• PRECAST 1438 952 3114 4217 6ml 6426 7531 3'-0' PRECAST 689 1024 -0• 3'PRECAST 1569 3524 4394 5263 6132 7001 2485 6113 6985 7T08 9031 100ea 1569 3524 4384 5289 8132 7ea1 4W PRECAST 1065 700 23D5 3125 3945 4765 5507 4'-0' PRECAST 514 763 4'-0' PRECAST 1363 3090 3815 45M 5325 6079 tool 6113 7192 0524 7627 8751 1383 3080 3815 4570 5325 6079 4W PRECAST 819 533 1770 24ea 3o3;i 3668 4300 4'$' PRECAST 3g8 591 4' 8" PRECAST 1207 2552 3375 4043 4711 6379 ISM6743 7547' FM 6541 7565 1207 2707 3375 4043 4711 6379 5'�' PRECAST 931 1247 1999 2560 3123 3696 4249 5 4• PRECAST 411 411 S 4" PRECAST 1016 lam2374 29" 3513 4054 1319 4400 7196 7342 5780 g 1016 2276 26M 3399 3961 4064 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5-10' PRECAST 340 339 5'-10' PRECAST 900 1499 1971 2443 2915 3357 1161 3693 5977 6036 6548 on 2080 2593 3107 3620 4133 8' 6' PRECAST 892 1139 3727 3031 3707 4383 5061 6' PRECAST 410 721 6'$' PRECAST 835 1201 1678 1955 2332 2709 1139 3227 45M 7064 1000D am6 835 1888 23M 27ea 3251 3712 T-0' PRECAST 570 996 2496 =5 2698 3191 3665 T 6' PRECAST 303 534 T 8• PRECAST 716 ow1781 1462 1743 2025 938 2495 3408 4864 7067 sa72 rn 1624 2025 2426 2/ 3228 9'-C PRECAST 428 633 1593 2204 2481 2818 201 9' 4" PRECAST 192 384 9 PRECAST 464 586 707 90 1129 1310 39 1974 2298 3081 4099 4889 572 1318 1643 19M 2164 2519 10'-0' PRECAST 388 487 1247 1787 1904 2163 2028 10 6• PRECAST 151 301 10'-0' PRECAST 350 4M 612 755 M9 1042 550 1407 1897 2781 3222 S784 504 ilea 1472 1763 1710 ISM 1114" PRECAST 330 544 1312 1742 2452 2066 3830 1 V-4" PRECAST 132 417 1114" PRECAST 430 405 530 853 777 872 544 1312 1742 2252 28M 3552 486 1042 1372 1843 1470 1710 17-0• PRECAST W8 507 1210 1596 2048 2596 3191 12'-0" PRECAST 111 370 12'-0' PRECAST 383 306 476 587 598 783 507 7210 1586 2048 25M 3171 440 940 1300 16ea 1314 1478 13W PRECAST 270 433 1045 1365 17M 2157 2535 13'4" PRECAST 82 298 13'4" PRECAST 303 393 464 575 645 414 1046 1306 1732 2316 2605 395 780 1057 1312 1071 1203 1,V4r PRECAST 254 388 978 1272 1606 1989 2279 14W PRECAST 71 293 14'-v PRECAST 279 278 300 443 525 BM 390 978 1272 1606 1950 23M 375 717 961 1192 975 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR 114'$" PRESTRESSED N.R. 283 14'4r PRESTRESSED 239 422 506 626 740 806 458 1079 1429 1824 2277 2712 246 863 Sea 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR 16-4" PRESTRESSED N.R. 252 164, PRESTRESSED 224 387 464 574 654 793 412 1014 1340 1703 2118 2513 230 816 908 1134 1353 1572 1T�4• PRESTRESSED N.R NR NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1T�• PRESTRESSED 187 326 365 451 597 Bea 3W 856 1121 1413 1739 2047 192 Soo 720 501 1135 1312 19�• PRESTRESSED N.R.NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 IVA" PRESTRESSED 162 2M 30 430 513 595 235 738 9M 12ea 1487 the /M 429 823 803 950 1096 21W PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'4• PRESTRESSED 142 219 308 381 454 527 ISO 506 833 1038 1168 1468 142 373 637 ON 816 943 2Z-W PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 116 22-0" PRESTRESSED 137 226 290 359 428 497 165 Sea 784 992 1203 1351 137 358 513 859 779 Sea 24'-0' PRESTRESSED N.R NR NR NR NR NR NR -0"PRESTRESSED1 N.R 91 24'-0' PRESTRESSED 124 1' 245 302 Sea 416 129 450 654 824 1014 1147 124 1 319 455 581 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, 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 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 1441 N. RONALD REAGAN SLID. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngroup.com AA A: 0003325 g�g�� app Q FRAMING NOTES: 1, U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)1 Od x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2"HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER @ 16" O-C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, 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 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = 1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 W vl h. 0 kk S i S 4A aci SUBDIV. a LOT. ABBOTT PARK LOT #4 BLK. #11 [,PROJECT# 04181.000-04111 MODEL.• 3EAB "1504— ALLEX" GARAGE 9TIING: LEFT PAGE: FRAMING PLAN 1 PH E C {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 k" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) t6d x i } NAILS TO TRUSS DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH 416) 10d x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }'NAILS TO GIRDER !, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3)16d LV. COMMON NAILS. ! SECURED W/ 10d ,LV. COMMON NAILS MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3". O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 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) la lb 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) - NOTCH DEPTH 1/4"0 HOLE EDGE >5/8" HOLE DIAMETER < 215•0 SGL. STUD OUTER 113 OF SPAN ONLY ,---HOLE EDGE >518" ol BTM. HOLE DIAMETER PLATE <3/5`D DBL. STUD STUD NOTCHING AND BORING LIMITS LIMITS o SCALE: 1 12"=1'-0" ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (I) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#22"x4", 6", 8" x V.(r MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �—A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) r x 5" TITEN HO TO CMU AND (12) SDS }" x 2 }" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) } x 5" TITEN HD TO CMU AND (18) SOS }" x tx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)16d (2) /t' x 5"TITEN HD TO CMU AND (18) SOS }" x 3" GALV. COMMON NAILS. ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF - GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON - HTSM20 W/101 Od TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WN0IDd TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0" (2) 2X4 N0.2 SYP DIAG. — BRACE W/ (3)12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE 6'-0" MAX (W/1X4) (1) "X" BRACE @ CENTER FOIVIDED R 10'-0" MAX (W/2X4)le FROM CENTERTO E OEQUALLY 2x WOOD FASCIA, - HAGONAL SEE ARCHITECTURAL . CHORD PRE-ENG GABLE TRUSS—� -ING, SEE J FOR LOCATION STIFFBACK (AS PER NOT BE TRUSS ENG) UIRED CHORD OF O ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTIONTYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0" SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0- O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 12" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 1 Od's Q EACH TRUSS TO BE INSTALLED IT-O" O.C. MAX. BLOCK WALL W/ GABLE END 7 PRE-ENG'D TRUSS SCALE: 3/4""=1'-0-0" 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 SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi 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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-U' i"i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 mm PH: 407-7748078 FAX: 407-7744078 www.abdesigngrouP"c 000332. Q N L V 3y U 0 h � b V 40) 0 Z i 8U13DIV as LOT ABBOTT PARK LOT #4 BLK. #11 PROJECT# 04181.000-04111 MODEL 3EAB "1504- ALLEX" GARAGE 8'• MG: LEFT PAGE: DETnE 160 MPHC s PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4-O.C. (AT 0 PRE4:NG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER EL V TION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 112" HIGH W/ 1 /2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE O 2x6 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8T. .C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL WI SYP N0 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O • SIMPSON SPH4 OR SPH6 BTM 112"GYP. WL. BD. 0. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT. 2x4 SECURED WI (2)10d's�EACH FILL ALL HOLES, DO NOT USE tOdx3" 1/2W' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSSMIOOD POST CONNECTIONS ?BUSS TO BE INSTALLED (� 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. (ct 16" 1 Oa 10b 1 Oc OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °' 8 TRDSB TO P08T CXNY7ECTION SCALE: 314"=1'-0" a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. E B - SIMPSON HTS-20 U < 1310 LBS Wl (20)10d GALV. NAILS. C - 2-PLYSIMPSON VGTMDLI4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4" X 2112" BOB TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A88 - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. r EMBEOMENT TO SLAB 8 (26)16d x 2-1/2" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.corn AA Y: 0003325 J Z a 64 0 1 Will sysa:v aLAT: ABBOTT PARK LOT #4 BLK. #11 PROJECT* 04181.000-04111 MODEIa 3EAB 1504- ALLEX" GARAGE 317MG: LEFT PAGE: DETAILS 1%16a MPH A C FES `-ATEi 1/25/21 SCALE: 1/4"=1'-0" S3.1B GABLE-ENp HWROOF ROOF WIND DESIGN PRESSURES 7- ZONE 1 = 18.31 PSF (28.31) ZONE 2 = 31.68 PSF (41.68) ZONE 3 = 54.88 PSF (64.88) 'A'= 4•-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'C RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT H-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4WD), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE I Od RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLEEND. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0.131 Ft 7 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 nnr I tM un I nuaa -� ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16.O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF SHEATHM ATTACI'EMENT SPACING ZONE 1: 10d NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 20, 2, 1 Od NAILS G 4" O.C. ON EDGE AND 4" O.G. IN FIELD ZONE 3,3e, 3r. 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES (n a li - ■mom===il- I ImmmmoI Z N z LWE�0 c7 Ow C I. RING SHANK GUN NAILS y SEE "ROOF SHEATHING ATTACHMENT" ci TABLE FOR FIELD SPACING Vl o ZP Oa. S AT NG ATTACHMEO FORST U SHEATHING N ¢ O #8 2- DECK SCREWS @ 6'-8" O.C. MAX Q W EDGES & 12" O.C. MAX IN FIELD. UNTHREADED Y SHANK TO EXTEND BEYOND THICKNESS OF 0 00 SUB -FLOOR SHEATHING ` TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: PSC-R 2020, 71h 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 2016. 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 AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM CnC33M. M k)0M1M AGGREGATE SIZE SHALL BE 3W PROVIDE 5%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHRMFERED 3W PROVIDE 6ML CONTINUOUS POLYETHYLENE VAPOR BARRIER AEABRANE UNDER ALL SABSONGROLMD WHERE 14MATED ON DRAWINGS. SEAMS LAPPED B INCHES AND SEALEDMIH ADHESIVETME FORM -WORK - FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. 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 AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2020, 781 EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION. OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1D64/Al064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WONT TRUSSES: ETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL ACI TYPICAL DD TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE •NATIONAL DESIGN SPECIFICATIONS FOR TION AND SITE PREPARATION THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION H WAY, SUPPORTE WITH 2"CWURS SPACED 3'-0"OC EACH STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SWILL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL T PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. O WORK REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446IA446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14. "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTED-WOODTRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD-rpD-mnameM RANDEVI TYP, MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR _ 36• WOOD TRUSSES. 10 psf BTM CHORD -DON-m1lWrreet fly BAR - 30' #7 BAR - 42" MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING DEAD LOADS FOR THE ROOF PROVIDE 36' x 36. CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATITRUSS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR REQUIRING AD DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. 7 88: 1 INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. INTERSECTIONS 18 psf TOP CHORD 20 PST 70P CHORD IT psf ASPHALT SHINGLES) psSf W/ No GYPCRE7E) (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. BTM CHORD 5 5 p psf BTM CHORD 10 PST13 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. BALCONY LIVE LOAD 60 PST STAIRS LIVE LOAD 40 Tod RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS AGUIDE FOR BEARING WIND: DEAD LOAD SPEED =20) MPH SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER LS RESPONSIBLE FOR FINAL S (NICE EXPOSURE C, RISK CATEGORY II) LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT BIT BLE(FBC ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pa/, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUST FABRICATOR SHALL AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MIRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BV A FLORIDA 4OW MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW; 'SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SWILL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE $HOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M' OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3W 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. FILLCM CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECMNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: / F = 36 W FOR ANGLES PLATES AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A36 A36M Y ASOD/A50 GRADE B F = 46 NN. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE BTYPE E OR S. F = Y � � � Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE B 35 kel. 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 SHALL SUBMIT PROPOSED PAX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO BOLTS TURNED ELEMENT. BOLTS WASHERSUNDERMETH OTHER BOLTS SHALL BE ASTMRDAN CONCRETE RPCEENT. CONCRETE SLUMP SHALL NOT EXCEED SN- PRIOR TO THE ADDITION OF PLASTICIZER EWIT HURNH D. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CWa4MOR MEASURING. MIXING. TRANSPORTING ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL, ETC. CDNCRETE TICKETS SMALL BE TI ESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM THE ALLOWED FROM MEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 98 MNUTES. IF FORANY REASON THERE IS A DELAY N SUCH THWTA BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-10 FOR A5AND SMALLER 2'FOR XB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SUBS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APRICATgN 9¢E TYPE SPACMG REAtARxS APPLIGTAxtl &2E THE AEMAPo6 bQ fR FUNiNG TO MASONRY/RING. CASEHMOENED COIL ?LONG. GARAGE DOIX2BUCX TO MASONRYICCNC. v�DY. NO WASHER TAMANMABONtY FASTENER I 11?EAx3E-0.,fEN005T., t?EDGE 05T, SGOpK.EJ(t. .. tx T, 9EE NOlEB NFD COB. ?LONG. PIXC STAGGERED WMDGVA%1JR/FASTENED MID NASOMTroONG GARAGE DOORBUp( TO NASONRYICONC. 1?DN.W/ WASHER EXPANBx1N BOLT 2-- A•FMB GEDIST T 3'EDGE DUST. wMDow aNtac tx PT, sEE NOTEe " 1?ianc: sT ccERED WMDr vAroow Mro w,sorxr�coNc. wTALSTRAPTG AusoNRrlca+c. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS FXi.9WMGDWR BUCK 2,f?. SEE NOTE6 R�11189N. WARIER F-ER FASTNER 16•� tt?FM£0.8'END, D5T.,11?EDGE DST. NONBE0 WOW WILL TO CONE 9lA8 1? EXPANSION 24 dC �EABED.fEND WI WASHER T BOLDUST., 3'EDGE 05T. mPf WMOdN BUCK 8139'PAFa21A" TOC :END.DIBT.,t1? T09TCOL.. SEE WI WABIiER 9TAGGERED EDGE DIBT. I STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPUCATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT] X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. • 1441 N. RONALD REAGAN BLVD- LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4 g Y U1 o Mg C j og Ll _LLL SUHDIV. a# TAT: ABBOTT PARK LOT #4 BLK. #11 1p'noizcT# 04181.000-04111 HoDmi:" 3EAB 1504- ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 1 PH E " C 4