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HomeMy WebLinkAbout8026 Broad Pointe Dr..1 99 1828-4EBB-CAL1991 / HOMES TELECOM C>RIVE, TAMPA, FL_ 33637 12602, Tel: (813) 740-9720 Fax: (813) 740-9715 CODE,REvAILING ALL WORK SHALL CODES FLORIDA NATIONAL ELECTRIC CODE, AND THE CES OF ZEPHYRHILLS ORDINANCES REVIEW YPI L DATE MACt'I-- CITY EXp,MINER PLAN FLORIDA ED BUILDING rONTRACTOR: • CERTIFIED DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 f TEL: (813) 740-9720 FAX: 813 740-9715 DESIGNOF REVIATIONS REVISIONS INDEX OF DRAWINGS .� BaM= �ITERI OM IiCE'l101I t w�• *AU Ia= AM WATT C0M • , ANC, - RMENTIAI GROUP R M,ffW -CONSTRUCTION TYPE — VB • YBN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=180 MPH _W Va3d-124 �H •EXPOSURE - C _ •I -STORY RESIDENCE 92—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJUSTABLEADJ ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTER LINE CAB. CABINET CLQ CEILING CLR CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMICTILE D. DRYER DBL DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP, DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT D.W DETAIL D.W. DISHWASHER EA. EACH ELEv. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXED DIAS F.G. FUEL GAS FLR F� FLUOR. FLUORESCENT FT DR FOOT �1D00R GAR. DISP. GARBAGE. DISPOSAL G.F.I. GROUND -FAULT CIRCUIT OL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR' HEADER HOT. OR HT HEIGHT INS DL INSULATION INT. INTERIOR M MC SIM MIN. M.T. MIL MIL N.C.S. D.C. PL P.B. PH PLT. PLYWD PR. P.T. IL BAD. R.A.G. REF. RM. R.O. S.C. S.D. s.x sHT. SHTHG. SHWR. Sim. SL sro sws TEMP. IOC. TG.S. To. U.N.O. V.P. W. W/ WD. W/H W.I. LAVATORY LUMINOUS MANUFACTURER MINIMUM MEfALTHRESHGLD MOUNTED METAL ON NOT TO ON CENTER PROPERTYLBVE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR ORAL REPRIGERAMR ROOM ROUGH OPENING SOKEDEECTOR SINGLE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDAR°`"SS SHEAR WAu SECTION TEMPEREDCRASS opOF CURB TOP OF SLABS TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW HEATER WROUGHT IRON DATE DESCRIPTION ,, cD�sleetED ARCHITECTURAL SHEET DESCRIPTION m�)Is 7OnFE�urDA1E PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Ai —FLOOR PLAN PG ARC -ELEVATION "C" PG El —ELECTRICAL PLAN PG Pi —PLUMBING PLAN PG Ml—MECHANICAL PLAN PG Dl —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS —WALL ASSEMBLY DETAILS 0161E wy AE-ISSUED 02gU18 SIDED ELEVATIONS ADDED 03IXfA6 CD S RE-BSSIWD am�ro FOOTNGREVENUIPER MDOUE6 0"V6 COS RE-WIED g0)18/l8 ADDED CIIIBLE88 FOOTER AT GARAGE DETAIL MOW MYEIPB) SWAS "MANTBAA14CE OVAM R'sVIBED LN1EL SIZE AT FRONT ENTRY DOOR 004/1% ADM ADDITIONAL RECEPTACLE N GARAGE PER WLL BATBON O`1ELEIJ • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 f SQ.FT. CALL. S pNR4A9 REVISED NVAC VOU ES ON SOFT CALL BOWED" IMELe� O6/Q/9 ADDED �ExtERloRnoNDDEEP FocTER�DETAILaiSI.IAIORu Q FT. LIVING I450 $ GAlsnr 4�0 SQ �' ENTRY k SQ. FT. LANAI 8B SOT„ FT. TOTAL 2,862 SQ. FT. O8/lVIS ADDED LED LkiNTS 0 gTCNEN t d1TN PER MARL BOIIES CIA&% ADDED STOW OPTION ELEVATION C N D (TAMPA) emm ELEVATION Ys' SIDNG-ADDED LOUVER • WALE ROOF IOQSAB ADDED OPT, V-S' CEILINGS iEIC/NTS STRUCTURAL SHEET # DESCRIPTION. PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S21A-DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG SNi—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED 1N THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS 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 CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCfION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.coIn L AA M: 0003325 4 F PARK 5 #8 2,�DELt 4EBB "1828-CALL" GARA"M aW60—: RIGHT PAGL': COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS NMICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF NMICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET 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 1.3t8INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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 (0.481"SHEET STEEL 1" MN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIALAND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE 11302.8 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN M-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 aNCH 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'f,-INCH GYPSUM BOARD OR EQUIVALENT. sll'EYYORK 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN F THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. 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 TOBEAMINIMUMOF 3-O'BEYONDNEW 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 TERMENT 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 SERVCES' TS#BEB 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2D14) 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 NTH CHAPTER B- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24"AND THE MNIMUMAREA SHALL BE8FT .SQ. PLIR#MB 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH V 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION W IEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERWIll 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR MOM 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,11'2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-GIO63-121 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-GIO63 -I IA AND R703.7. FW REWrAiTCONSTRVCT= UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1. EXTERIOR CEILING TO BE 10 GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 10 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) . CONTROL DATE: 07/23/19 (CM) L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdoeWWoup.com AA A: 0003325 b7 Q a 0 gg ( swan►. 1e L071 ABBOTT PARK LOT #5 BLK. #8 PROJTOCIT 04181.00t05082 xoDzu 4EBB "1828-CALI" *AVtG is 8WINM RIGHT PAOA: GENERAL NOTES 160 MPH EXP. C iA'.A' I " a c o o o �Y1Yl p in in i in 0in o aIIYYYY1117Y1 n 1YY1YYpYY o o YYYY10 11 in =in in in in in in 'oIYYYYYIo � - � ollo p in i in - in - II II . /1 F mm 0 in in in in in i . in in�1. US �. O l' i . 0 O i _ in I - - '� .19 �� . in 0 • - I oII 11Win n o in al 11in in•+�. .in�� in - p Q ® . o . in in . ,,in - in V e in . - o in n in Am I ....� . . in �1 In - in in in O ,1 .p in in in in G in I.in in o oIYYYYYIn� oiYYYYYo to • � olYYfa in o'IYYI'o FLOOR PLAN SCALE: 11/4' - I'-0' IYYYYYYYYIYYI Si CALL. S Lh?Y IA28 Sa I.T. WRAOE 430 Sa PT. ENTRY I6 ba FT. LANAI 88 8a FT. TOTAL 2.362 Sa FT. CLADOMM ONEE MO UID B FORRI NCOM WEIR Ali ml! WW1 WlNWMD R1b IEIINMt MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR 6110111,1131 DR MIN. CRITERIA 18 5 33/-43 SGD. MIN. 41 5 31/-39 CRITERIA 16010 O.I.ID. 112 5 262/-3L3 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.-H. EXP.-C. MEAN ROOF HT. - 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND WAD VALUES FROM THE PRODUCT MANUFACTURER. COMM DAIDWM C TOP PLATE 6 in A BAR .DETAIL NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERBh- CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' l35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 401-774-6078 FAX: 407-7744078 www.ebdesW&oup.00m L AA M: 0003325 J 8 a 7 4 8usa:v & Lo1! ABBOTT PARK LOT #5 BLK. #8 01O JWT- 5 8 woaa>u 4EBB "1828—CALL" oAIRAii 8nnrol RIGHT PACE: FLOOR PLAN 160 MPH Ev C nwa� 11/25/19 1 1 BCALIC: 1/4"=1'-0" 1 Al SNINCLE ROOF 161X6O' FYPON DECORATIVE "TTERS OR EQUIVALENT --_-----_—_------ ./-18'-4' SLOG. W.T. FYF'CN LV12X24 h—�� OR EQUIVALENT LAP SIDING A6 SPECIFIED4' FRIEZE BAND �(TYPJ TRIH / DOARD (TYP.) 4' RAISED ULLJII T BAND (TYPJ L—L ® 0' FIN.FLP-' '---'—' FRONT ELEVATION SCALE, 1/4 • I'-0- TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A OPT.COACH LIGHT OFF RIDGE VENT � m 0'-0' FIN. FLPZ OFF RIDGE VENT 8'-O' BRG. HGT V'-O' FIN. OFF RIDGE VENT LEFT ELEVATION SCALE. V4 - I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE AREACKATTIC 2364 SM FT. NETFREEVENTRADON ABTA WWI RED I/9m REQUIREDVENTIIAMONARFA - 2364/2:0 • 7.811 VENTILATION AREA X SO INCHES PER FT.,LNI - IM72 SO, IN. MIN. RICIUREOVFNTIUPON • .SX MC72 IN UPFERPORTION OF ATTIC ss79s Ra MDSEVENTRATRNIAREA . isss4 D FEII VENT Su.3slus usaF VENTS REOURED 4.93357 usOFVENTSPROWDED 5 LTHE OHBUMNC •ABAOFATTICI57KPERN9TEROF THE lq1� LESS E%IERWROFWALLTOEXTERIOR OF WAU, NO INMUDEDI sB'-0� BAG. HGT. LEI ME Lml no S REAR ELEVATION SCALE: V4 - P-O' TEXTURED FINISH IF] m a 0'-0' FIhL FLP-FIN. PLR. RIGHT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH oO'-m4 FIN. FLR. IM '-V' FIN. FLR. DECO. DTL. A SCALE, la . I'-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 82750 PH: 407-7748078 FAX: 407-774-4078 www.abdeslgngroup.com L AA 111:0008825 , all INNS 4°w 1--mlo Q gg sumiv. as WT: ABBOTT PARK LOT #5 BLK. #8 P1oamT,M 408 MODZ e 4EBB "1828—CALL" GAIRAoa s1111117Un;f: RIGHT PAGE ELEVATION "C" 160 MPH EXP. C R�1 DA O 11/25/19 scAM 1/4-=i'-O" s*12= A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 120V OUTLET 20 AMP SNfLE POLE IIOV OUTLET 0BV OUTLET W OIIILLT MI® To oromm an IIBV OUTLET d+M BWwlo PA L IuowwrirTr E�i� 220V CUTLET (4) 211E COMEOTM -LtJ- 017 SPIT OUTLET GO MO PALL? B1IRI::IP1M! SWTCN MTCN 3-ISAY OPM BOTCH 44 UAY orum OLNLL F W" Mtl IMM �L// CELMO LOW © LED CLG LIONT LSD VAPOR ©VP PROOF Liam O SIP VAPOR PROOF LAW 0 RaBc,<BReo CAN eAINT. PAN I cm PER SOS Pr. VEIN. FAN LNLIdll7 I GM PlIR B6 R. PNIIN (SFEG'S 1BD BY ® T 7-MIL�BRIl AID R FeQ LOWING (BIB:' MPITJ 2' MJIOIL SOW 4' RA OIESCW G O C 4' TRAINK LImR can PANEL Pon" O SD. SIAom DETECTOR 1LLTT R4al4r BE1Id®SR r�1 1 w 1 MALL MOMOED M'K1E OE1tCTDR MATT MAeaes MIy� ®CARBON S/CO MONONIM • DateeTaR DULL M A DISTANCE OF NOTLESS T1014. P CANT LMNT NATURAL GA* ounAl ► mir4l 1E JACK lwwk SAM IEATEa IOISGOI/fCT �lY l� M)M,21�01 u GN�acr I N� Tnw1 M JADc O J•IaOX aDIANCE ON: ACCORDANCE MAPINAASl OU064 PM TO M SMTCBRD N CILNS PANAI04N ACCGICNNCS YY BOX MAwED A► OWN FOR pip 34• 94CADSICOW LLOR STRIP Agnpian,Lf' NUNDBalasrt L10NT sRRP eeAeoeeen y. INCAN LOW LTRIP PLOCO LMNR IO° OPT. $@CABIN IETPID I -El milwa mw FOR GUM• u1R POINT • LOCATION OF TV JACKS a PNONE OUTLET• 4 PA O TO M VWWMD A NIOM10@ER PIE -CONSTRUCTION • AALL IS 4 2: AfP DRAWN gKU1» TO M MC PALL? l4RDIRCTED PRR ELECTRICAL PWANOHS OF FJCd STu Ee1r1eN r2Eru a Pae 21M12 2tl4 Eo1T1CNt • 20 AMP ORDICATRD LA NCOr CIRCUIT. • an w ISLAND (NOT 04 KIT06M COCUIT) 0ISI41MNER DISCON OCT TO M LOCKOUT N PA/EL • BATHROOM DOAALST PAN TO 14AVE MIN, CAPACITY OF N CM NTEIMITTEM PER ELEOTISCAL F'MOVMIOPM OF SECTION MBO'U • LALIMMf ROOM RlGCPTA0.R S1ALLL M GROUND, PALLY CIRCUIT-NIRIIRIlrIER PIRDIECTION FOR PRIEONEL ON PRECIOUS • YRNG MEDIOD MLALL M NON METALLIC CAMILI PER M=AWMLRirINOW •ALL TO YIPROVISIONSM PF OF T E RILL ETN SO frrL • Tlf a L" an MI •T r M MOY LLIRCO4T TYPE PLE 11 •ILIHIH ]EIS. Ad, RdT1OY ..EL CEILMG MTO. L*WT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN ELECTRICAL PLAN SCALE, 1/4' a I'-O' OPT. COACH L&4T FIELD VERIFY LOC. 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NIBRSYS7EM BCPORO TERIRNAL AT LM VOLTAGE CONNECTIONS 1 4 Cu SERACS GROUND, CON SCIED TO CONCRETE 04CASM POOPER 11RL FM ELECTRICAL P PI"ICNII OF M MMMH SDRIs1fHM 6/0" CIA X 0 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 wwwAbdaelgn8ro11p.mm AA 0: 0003325 D Q IF IRS q D � o u C 1. ITI. 1. 1. ABBOTT PARK LOT #5 BLK. #8 04—05082 acoaas.: 4EBB "1828—CALI" OARAGM EWDM: RIGHT PAGM: ELECTRICAL PLAN %160 MPH EXP. C pp,WT HHHH"mm"S" DA2M 11/25/19 SCALa: 1/4"=1'-0" sliaaT E1 2' VTR2 �R KITCHEN I \ SINK w/ I �I IQ' AUTO VENT �� 12' •� TUB, I LAV I Y 1 V2.- I LAV 2 I 3• 2' f WC 3 3 I I 3' 3 I I/L" i S�m 2 f WASHER 2 co 4 4 TO WN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE. 1/4 • I'-®' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWngroup.00m L AA 8: 0003325 , Q Jul -mil 6 a I MIMS �j evsa:v ae LOTt ABBOTT PARK LOT #5 BLK. #8 11t4181,000-05082 OJmCT monx a 4EBB "1828—CALL" GARAGN 8rraNG: RIGHT PALM PLUMBING PLAN 160 MPH EXP. C lnavailnA, A M D j- 11/25/19 8CAta: 1/4"=1'-0" ammm P1 ol HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. 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 SMALL BE SEALED WITH GLASS PAIS 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (201T) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL EH CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC SIM EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (201T) MECHANICAL CODE 603) T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBG 6TN EDITION (20P) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMIPE" LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECM DBF BOOSTER FAN OR EQUAL. PANTEC14 DRIP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET UT14 MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIR9JSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD 0 CEILING EXHAUST FAN Q. CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI-M AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONK. ATTIC W/ (2)-3/16'X2' TAP, UNIT SA'7PSON UUB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLC 1 y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB bXI 1/4' SHT. MTL. SCREW& SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER--------y CONNECTION TO PAD EXTERIOR WALL 3/4'PVC CONDENSATE DRAIN LINE NOTE. MAIN BOND. DRAIN 3/4' DIA I OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATPORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER VMECHANICAL PBCR 6TH EDITION (2011) BLDG. CODE SECTION 30'12A HVAC DRAINS SCORIATED NICKEL /' FIN. PLOOR COUNTERSUNK BRONZE FL. PL. / OR WALL CO. PLUG PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. CONC, PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TY NOTE, ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE R.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 - I'-0' ■ 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdsstgngroup.00m L AA M: 0003325 t q 0 �o •VSDIV. a On ABBOTT PARK LOT #5 BLK. #8 IPROJMT 04181,00t0 MOaisI, 4EBB "1828—CALI" OARAOM OWING: RIGHT PACIL MECHANICAL PLAN 160 MPH EXP. C a TR 11/25/19 !lsCALr. 1/4"=1'-0" simcm M1 2X4 TOP PLATE PLAN y PRE -PAS TRUSS in, C-& BOAX01--/ - r 141- DRYWALL T'"i- SECURE IST. — PLATE TO SLAB Av NDd MASONRY NAIL • 32' Or — MAX FIN. FLR 2X4 WOOD STUDS 024' OC. NU I C: 01 ULWO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' OrC. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. 1 TYP. INT. WALL NON—BRG. \Ila1 SCALE, 3/4'.r-0' FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RMS11 ON &' 0.6D. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATI" VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY }/S' GYPSUM IN OR 1/2' HK"NI STRENGTH CL& BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'"I'-0' .SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION --R-4.1 INSULATION L WINDOW ATTAC 4 ENT AS PER MANUFACTURES I--- SPECIFICATIONS i r REFERENCE STRUCTURAL bl2 P.T. PUP RMG - STRIPS • 24. O.C. S' CMU V2' GYP. WL. SO. - WOOD BASE — 0'-O' FIN. FLR,L _ a .. 'a ' 4 W/ WINDOW OPENING FIBERGLA66 SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.0 ON J' Oha SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT VY THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIK FLR e ' B TYP. WALL SECTION If NO OPENING NOTE; PER SECTION 5051I - FOR ROOF SLOPES 2:12 TO LESS THAN —", A 41—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE, 3/4'.r-V' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48613 TYPE Iv, OR ASTM D 6151 CII W LN B GAS LINE THRU BLOCK vr.r. FIBERGLASS SHINGLES OVER *30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.LI ON I' O.6a SHEATI-IING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRU66 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS H' TNO( 2 COAT - PORTLAND C04W FLA M M,FLIAD DIII[C7LT TO M4l*Wf HIDDIx:T A/PIIDVAL R1fi A' CFO m ATAIlCTIMAL POI! RlNgRommw ,I,y P.T. up ATTACAW TO PLL CALL A! /RAIL A}rFWVAL Imo& ar s GARAGE DOOR JAMBS D1 SCALEI I1/2'"1'-0' 2x BLOCKMG BETWEEN TRUSSES PER STRUCTURAL DETAILS--\ STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS STRUCTURAL 2x RAT J SECURED PER� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' H*H STRENGTH CLO. BOARD 1/2' THICK 2 COAT�� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • .. S' CMU a d. ..4 i W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS, • 24' OC. 1/2' GYP. WL.130 - WOOD BASE— FIBERGLASS SHINGLES OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwSJ.1 ON J' 0.6a SHEATHING OR;' CDX PLYWOOD SECURED PER m, FASTENER SCHEDULE TYP. MTL. DRIP EDGE Okl. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENS. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER 6TRUCTURAL DETAILS BeWALL NO OPENING SECTION NO O 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/4'0-90' V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-0' FIN, FILM 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-77407078 FAX:407-774.4078 www.abd"d0lroup.com AA 8: 0003325 all 0 MOM a, L+DTi ABBOTT PARK LOT #5 BLK. #8 PXOJWT — 05082 21[ODmu* 4EBB "1828—CALL" GARAGS BWDM: RIGHT PAGL': DETAILS 160 MPH EXP. C 1 ■CALIL: 1/4-=1'-0"' 1 D1 A -MOLTS I' EM MOMMNT MN. EVENLY ARCM FLOOR TO V��■��YE=�wul ® \LWCIYM fat ON-j/ FLAT TO MLK UV CO NABS. SIpES: 2X6 d:ARA:iE DOOR MUCK WV (5) ® )i'XS' A -MOLTS W E` OROMIN( MN ILV 2w W4/HIER AND Na SPACED Y FROM FLOOR TO OARAOE DOOR WM N JONTS PRIOR TO FILLN6. 1.2X6 Pr MLOOK • COMPt OF ® DOOR HEADER IWIVJD*• J-MOLTS 4' EP 01011 R WV 2*)QW WA8WVt AND NIT. Miffir ALL EIE N ANM TO MAMPACRIMIRS NSTALLATWN NSTIN CU" UMM GARAGE DOOR T BUCK ATTACHMENT \QV4c4ta: a'..' cm DRYWALL :4' OR 1'X2' P.T. NAILER TSECS THRU FRAME 4 EXTEND 144' INTO BLOCK a W/ V*' TAPCONS N (M. SHANK SIZE J45 MIN. HEAD SIZE 900 MIN. EMBEDMENT 144 WITHIN 6' OF EACH END 4 b• O.C. MAX SPACING ZDOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 0441M AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLACK +3/4 OR +5�4 >g K +3 0R + A 5CALE, N.S. 2X4. m SECURE TO BLOCK W/ V TAPCONS OR MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 6. OF EACH END 4 b' O.C. MAX SPACING. 2X6.m SECURE TO BLOCK. W/2- ' TAPCONS(MN. 01JANK SIZE J45 MIN. HEAD SI2110400 MIN. EMBEDMENT I A-) WITHIN 6. OF EACH END 4 6' C'AJ b' OZ. MAX SPACINGr. K• DRYWALL 2X6, o VX4' OR I"' P.T. NAILER SECURE TO BLOCK Wt2-%' GA6MG TAPCONS (MIN. SHANK SIZE .145 MIN HEAD SIZE 3" DOOR JAMB OR WINDOW MR EMBEDMENT 149 TTACa TO 2X PER WITHIN S•OF EACH END 4 MANUFACTURES DETAILS. I8' OL. MAX 6PACWYs NOTE. 614I1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 A TO BIUCK 2X4= SECURE TO BLOCK UY TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X b' Oa MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SEGO BLOCK W/2-V NON-STRUCTURAL Ilb' TAPCON MR 1 (MIN. SWANK SIZE .145 T EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 CMU MIN. EMBEDMENT I Y4) DRYWALL (THIN S' OF EACH END 4 16' O.C. MAX SPACING. ' OR 1'X2' P.T. NAILER '��f-40AJS. 2X6•m a SE INTO BLOCK W/2-%. X 4' MIN. (MIN. SHANK SIZE .H5 DOOR GASIFY' MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIL EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN VOF EACH END 4 MANUFACTURES DETAILS. b' Or -MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB l D0 NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 1�" 1TDMW TO BUCK +1-15/ 8 SCALE: KTA. 2X4:m SECURE TO 15LOOK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X b• O.G. MAX 610ACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WR-INa' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6. OF EACH END 4 )S' DRYWALL b' OG. MAX SPACING a I'X4' OR 1'X2' P.T. NAILER 2XSm BLOGC W!J-r1(s' CASING TAPCONS MIN. 6HANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 049—ATTACH TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. b' O.C. MAX SPACING. NOTE: S 4M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 4" T.tcb�T� os To BLOCK +2 IY,' 2X4m SECURE TO BLOCK W/ V*' TAPCONS (MIN. SHANK 61ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END • NOTE, STRUCTURAL 2X IS' EJGr. O.C. MAX SPAC MST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK W!!-�1(a' NON-STRUCTURAL )W TAPCONS TAPCOJ MN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE S00 • cm MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN W OF EACH END 4 'X4' OR 1'0' P.T. NAILER b' O.O. MAX SPACING. ❑ 2X6m SECURE BLOCK UY2-r)(a• C'AS�s (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW! WITHIN S' OF EACH END 4 ATTACH TO 2X PER b' OG. MAX SPACING. MANUFACTURES DETAILS. 41M rmoo W. �=w<aM JIPI DOOR JAMB TO BLOCK +3" E SCALEMS. 2X4m SECURE TO BLOCK W/ Vo' TAPCON6 (MAD. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X64sn SECURED THROUGH SECURE TO BLOCK W/1-V NON-STRUCTURAL Ills' TAPCONB(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) 8' CM 6' OF EACH END 4 JS• DRYWALL WOL. MAX SPACING. 2XM® ElI'X4. OR 192' P.T. NAILER SECURE TO BLOCK UW-%' 2X SECINRE TO TAPCONB(MK SHANK SIZE STRUCTURAL MEMBER µ5 LLV(2)I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 6' Or- MAX MIN. EMBEDMENT 1 Yi) DOOR CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YV) DOOR JAMB TO BLOCK +3" F SCALE + 2X4m SECURE TO BLOCKWIYi TAPCONS(MRL SHANK SIZE .10 MIN. HEAD SIZE AW MIN. EMBEDMENT I Yi) NOTE. STRUCTURAL 2X WITHIN 0' OF EACH END 4 MUST BE ON OUTSIDE 4 b' O,C. MAX SPACING. SECURED THROUGH 2X64Mb NON-STRUCTURAL fXs' SECURE TO BLOCK WA-V4' TAPCCN MIN. I-Y4 TAPCONS(MM. SWANK SIZE EMBEDMENT INTO BLOCK H5 MIR HEAD 612E 300 MIN. EMBEDMENT I Y4) • WITHIN W OF EACH END 4 DRYW4LL WOTC. MAX SPACING. El I'X4' OR I'X2' P.T. NAILER 2X6® SECURE TO BLOCK WA-1/4' Y&' 0.60 X 4' MIN, TAPCONS (MIN. SHANK SIZE .145 DOOR CASNG MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMS OR WINDOW WITHIN S' OF EACH END 1 ATTACH TO 2X PER b' O.C. MAX SPACING. MANUFACTURES DETAILS. �a mwmvm toPLwa1.Wf)(w0 OCwD4Y DOOR JAMB TO BLOCK +3-T/18" f + 7 G SCALE: N.r . 2X4= SECURE TO BLOCK M TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') WITHIN lb- OF EACH END 4 NOTE. STRUCTURAL 2X b' O.C. MAX 6PACEJG MUST DE ON OUTSIDE 4 2X6s= SECURED THIROUG11I SECURE TO BLOCK LLVI-Y4' NON-STRUCTURAL V TAPCONG TAPCON MIN. I -A, (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3M MIN. EMBEDMENT I Y4') 6' CM WITHIN S' OF EACH END 4 )S' DRYWALL b' Or- MAX SPACING. a I'X4' OR 1"' P.T. NAILER 2X642m SECURE TO BLOCK W/1-Y4' ' P.T. X 4' MIN. TAF'CONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE S00 MN. EMBEDMENT 1.49 DOOR JAMB OR WINDOW WITHIN 6. OF EACH END • TTACH TO 2X PER Is' O.G. MAX SPACING MANFACTUREB DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 9 /vt 11QiDON TO BLACK +3 3/1//4" RT . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA0:0003325 all O g O sysaiV. k t ABBOTT PARK LOT #5 BLK. #8 PLROJWT 04181,00t0 082 woaa3A 4EBB "1828—CAL ' OA1RARia SWIINGs RIGHT PALM: DETAILS 160 MPH EXP. C of ROLMV AARDtX* ACM DA m- 11/25/19 wcAuc: 1/4"=1'-0" sMIXIM D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS& DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 L441 N. RONALD REAGAN BLVD. '.. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4078 www.abdoeWigmupmm AA #: 0003325 N W all i; a 0 tj mmqN ABBOTT PARK LOT #5 BLK #8 PROJECT 04181.00t05082 MODE1s 4EBB "1828-CALI" GARAGE s9DMt RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C DAM 11/26/19 sCAm- 1/4"=1'—O" sJFIEET k. D3 PIRVCR•!D CONTROL JONT FLAN W OP CONTROL JONTS Td BE UARED TIED TO LATH a I OL. MAX (VERTJ. tl01ot DO NOT FASTEN CONTROLL, JONT TO 114LL EVEN P STUD EXISTS =�YLO�yM EXCEPT STAPLES,W 6iCtUM CONTRROLL JOWT T@. CIA" INSTALLATION —\ PAOT0E1116 TO W SPAC l a ' Or. MAX VERTICALLY \ J' T14K R3 COAT CO MEAT \� WRO LAYER Q. PORT11,108R OWLDNG PAPER APPROVED METAL LATH PA670190 Al' (VERTJ OD. MAX AT OLPPORT& UM LAYER ti STUCCO WRAP WOOD 64RATMNG \ M LATH 6NlALl NOT aAr v ro r A' To A' TNRJUOIM CONTINNOL \ JONTS OUT MALL OE STOPPED AND TNO AT EACH SIDE PER A67M C1063 PRONDE 2X4 mOCIt:NG l)o)A PLACED FLAT MAX. 6' TO S' \ RwM COAT CONTROL JOINT CONTROL 0L JOINT FALLS ON ON � IiA67EN E M POR LATM TO BE NAILS OR- I � &TIIC7IRAL &TID STAPLE& N C M PLIAMCE UV A67M CID63 2. IWI! TIC& TO OE (NO. W 090411V WIRE A BLOCKING &NOUN MAY OC N ADDIT \ TO WALL &JUDO REM"M PoR PLAN / OtPOLD NWb.FLA A� OL FOLD NU.10 . VM.A L CIIL40 . Pr.6 L CNIAAa . PT. c PW EWA 0M LAP V. rlrtuTlOfttec WALLY PAN) 4• aa: MAX Ot)q.D NM�.R.A x eM�Ar . Pr. a 4 ® LPaotWNWO.Pr.A x asAAa . n. a A. OMAN . IR. a A. POW Pt. C ONR Pf. a T" P4. C TOYaaS aorta" RAW= TrT`` worfam Y' 0 "AN14 RANos w,ae TIaHr MAL I'aLD, pQ tlT¢ arc. COAT CPMNr oMeA ur 2 COAT OR tmft" arty) WA" arty) Mmm owwP ■ aR cm a-tL PL.WMI uourRAaN6nsAu NRAPL 1claTour AT aO7TOM Q MA � MIaYaCTIa/L N2g: APPROVED OULLDNG WR4P SMALL OE LAPPED A MN" OP WO VERTICAL LAPS !ROLL ENDS) A 6' a MOR UIONTAI LAPS. ALL 68A IS NEED TO BE TAPED WITH FORTIOER "ATWM TAPE \ LATE VERTICAL LAP TO M I' 4.4' SELF-ADNERNG T'EMORAPE FLASMNG (COMPATIBLE W/ MOUSE WRAP MATERIAL) OVER APPROVED MOUSE rOR LESS PIPE / \ Pp4rTRATION / r rot LAP .rear urN ` �C X X X ' X X X — CUT AND WEILLAP 00 610E OF / METAL LATE /STEP IT I PLAOMM 01 um LAYER % Y MUM 3 COAT CEMENT Sfl1CC'A WRAP I FM..4STER / METAL LATH -2, WRB LAYER -2. PORTU40ER \/WLDINIG I WPM LAYER FORTIFa)ER BUILDNG PEER PAPER STUCCO INSTALL FAGTENE IW (CLIPS. WOOD 6NICATMNG STRAP6. STAPLES) A6 RECL4m= TO BCCURC /I \ PPE) WURE TO FRdMNb 2 al'.Ar G, I Nre•.r.a ® KICKOUT DETAIL �11m a (6Gc aN & LAPS OF METAL PLASTER ISAM& SKULL !3E SECURED TO PWAMM T EY BHALLM TPA 90TWM 8111".0076 W7F1 00416-SL (121-MM) WINS AT NTERVAL6 NOT MORE TMAN V (22S-MM). AS PER ASTM 0063 lim POR REPAIR CP TEAM N UNm LAYER&, TEAM MAY OE PATCHED WA40M WRAP TAPE no MA160. SPED OR PEEL A STICK &*ATMNS 6TUCCO WOOD SHEATHIWs OR CM WRIS LAYER 'I, STUCCO WRAP (FRAME ONLY) III' THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR8 6 TAPE OVER i2!]nFnlEel I I r_QFFTC 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. W ri IELF-AOMEIRNG Ml ' !E FLASMNG OVCIR APPROVED MOM IRAs PLASMAS TO RY7�C dtG PIP! ���g ` CUT AND OVERLAP ONE 610E CP STEP *2. ILAWADNERNO M®•IRRANN Ism STUCCO Ow WINE, LATER -3. WAU:.m PAMRFORf�IER METAL LATE V.6' SELP-ADIiRNG MOMISRANE FL46WM OVER 4W 6ELF-ADIRRM MElRAM FLASMNG OVER APPROVED PROMISE YRAP. CCWf. BEAD OP SEALANT AR SECTION OS6brPER SECTIONIrrW d aIe t6nYR1s Exterior use of ".m._.d pbebr shallcro *with Pe epp4sem req immenb of ASTM C 92&12A hebllNlon of exterior wfty awft kg eteA —a wIU ASTM C 106&12A MAN LEGEND DRAINAGE PLANE (UJR5 LAYER 01, STUCCO UJRAP) UJR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / A5TM C-641-05, MIN. 2.5 L55, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PM:407-7744 78 FAX:407-774.4078 www.abdes4pWoup.com AA S: 0008825 a b Q W 3 it, v mom evlwiv at f or ABBOTT PARK LOT #5 BLK. #8 Pl OJWT 04181.00t 05082 mODaLA 4EBB "1828-CAL " aAawaaz 11111wma: RIGHT PAOr. WALL ASSEMBLY DETAILS %J60 MPH EXP. C BACKER ROD BACKER ROD WRS LAYER -1. S•n r^-^ WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHM6 OVER TOP, SIDE(b) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES. & TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES. Ys CAULKING 0 JOINT PER SECTION R70&7 ExlaMbr Isudroand�� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A Installation of exterior IatNng and framing shell comply with ASTM C 1063-12A. HOODED VENT THI -K 3 COAT CEMENT PLASTER METAL LATH WRS LAYER @, FORTIFIBER BUILDING PAPER WOW SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADNESIVE— FLASHINS (INSTALL PER MANIF. SPECSJ BUILDING PAPER — UNDER 'CLICK FLASH' A VENT PENETRATION SCALE, N.T.S. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WR 5 LAYER h, STUCCO WRAP WOOD SHEATHING Ig El El APPROVED HOUSEWRAP ELEC. METER FIELD I VERIFY LOCATION IKAPPLY ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCW TWA ANE ENTERS BOX, STUCCO SCRATCH COAT APPLY TO FAI EDGE AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. 7_4h METER STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BAC1C- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "" "-" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND MTERSECTIC I1r �i x ' Bl• �1.. WOOD SHEATHING WIND LAYER Ot STUCCO WRAP WRB LAYER 4, FORTIFISER BUILOM6 PAPER FETALL�yATT14 FINISH XtLL100D -FASTM TO WOOD STRIGTIJfAL MEMBER • 9. OL. MAX ' TO Ar rIm-m", , IRE- 111GRU1 0 -S• WIDE STRIP SELF AtX•lSIvE FLASHa16. CLEAN MASONRY OEFOR! APFLYM ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e• UTO LAYER 01, -�- STUCCO WRAP CUT 'X' INTO SELF-ADHERING'a? MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 STEP 1*1 STEP 02 WRB LAYER M, ?: STUCCO WRAP 8 GGO P APPLY 60 MIN - GIRADE 'D' FELT OVER SELF -ADHERING FLASI-ING OVER APROVED HOUSEWRAP STEP 1*3 RtMEMISRANE F ® Wra WRB LAYER'S, FORTIFIBEIR BUILDING PAPER 5TE P 04 ELASTOMERIC COATING OVER STUCCO/ CV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEW *5 STEP *6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosWigroup.com AA S: 0003325 3 Q MGM as 1274 ABBOTT PARK LOT #5 BLK. #8 PROD MT 04181.00t 05082 aloast� 4EBB "1828-CALI" GAR&OZ sVIDNk RIGHT PAC& WALL ASSEMBLY DETAILS %160 MPH EXP. C PACM A ABOUCHAORA 1 L AR NO 9V= J D TO 11MMMM /25/lg atCALM 1/4"-f-O" 1li1101ciP WA2 I= w�,J DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — s1/2 --�k CORNER BEAD _ (FASTENER 4 SPACING ® 'i' O.G.) iv N % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK 41TL 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdes4pooup.com AA M: 0003328 a O $ 1 �o summ a LOTt ABBOTT PARK LOT #5 BLK. #8 04181,000-05082 MODRIA 4EBB "1828—CALI" OARAOL' sVrr0: RIGHT PAOX: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (U1RS LAYER 01, STUCCO WRAP) WRS LAYER 62 (FORTIFISER — • — • — • — SUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOO SMATWING— WEATWER REMOT" 6AIlMER M i AEA �61S1A4L , 4 \ LyA� , / \ X x""" �� ice/ \ RASHM6ADFIE'eNfi FFLDNEPOn AOMM d \ 1 R IRMSTNE SARM6TAIOER 6T" ERR 1AE"TIVE SAIFFI \\\ � •ADWERM \ dALVD METAL G'rALVV METAL �p — Y• FLAlwm PLASHM on I • X 6'ATEIQR / iIYOW`MMEhe TR AL GAP WA:ULKMG y\ / OR APPROVED SEALANT i; SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327E0 PH: 407-774-6078 FAX: 407-774.4078 www.abdsswwoup.com AA 6: 000332E 1 Amz J Q IA umly. &BBOTTPARK LOT #5 BLK #8 noJ OT* 04181.000-05082 MODS" 4EBB "1828-CALI" GARAGX MrWINo: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C 2x6 SUB-BANt) W/I'x4' NOTCH • END, WRAPPED IN PEEL t STICK DRIP EDGE !�\ I` 1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED 1 FINISH • CMU 1� / METAL FASCIA \1 WRAP Ys' FROM STUCCO, I' FROM 1 WOOD WALL EXTERIOR WALL 1� (FRAME OR CMU) 1� - '1/8' TEXTURED FMIBN0 WOOD, 1/2' TEXTURED . P"aw • CMU x METAL LATH x x x x x x x x METAL FASCW UAtAP P "ATHING x x x x x x ORUID cm x x x x i U ltS LAYER h, x x STUCCO WRAP(mtAME ONLY) x x x x x x x x x x x x - — UIRO LAYER 42, FORTIFIESER x x x x x x x x x x x x x BUILDMG PAPER (P1tAM1 ONLY) x x x x x x x x x x x x x FRAME OR CMU 2xs euo BAND ROOPMG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x - (REFERENCE POINT C FL AN ONLY FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) ` `DRIP EDGE, IOFF WALL (NOT INTO STUCCO) ;I/&' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH is CMU 2x6 SUB -BAND W/I'x4' NOTCH • END, WRAPPED IN PEEL A STICK ®E L E V A T I O I*' METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/126 NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH • END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL (& WALL SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYx4' NOTCH • END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774.4078 wwwAbded�groupaom AA B: 0003328 8 �fill,I FORM ae LOTs ABBOTT PARK LOT #5 BLK. #8 PROJ2oCTU1 50 2 1SLODBIA 4EBB "1828—CALI" GARAGM NrWDMs RIGHT PAGIM WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP. C DRMT A 11/25/19 sCALM 1/4"=1'-0" WIN= WA6 28'-W 3'4" 36-7 33'.4r I4 TY Op OF SLAB • — —FM-12X12 — — — — , — — — — FM-12X18— ro ,f F 4" CONC. SLAB / a LF-24X2410 f +3 112 1,-0" l/ r , FM-12X10 EXTEND 1 SLAB 1 112" 4" PVC CHASE J /f iJ i� I TsO� I' SLAB �/ LL i� I 191-0" 5'-0" 4i 151-W b/ _ TEA 71 •1 I � I 1 1 -51n e 17'$ 5 3,-0" I I 1 wI m m �I 1 LLI• .I -EXTE11D r---- ,' SLAB 1/7 2 4" CONC. �( "' FM-12X18 1• I SLAB , �r..— o `Va 1n N a( 2 1 3,4"ol I b LL 2 71n I L FMAX18 — J MCA2X18 FM-12X18 FMC-12X18 4 4 10'-2" 3'-10" 2'4r 2'-8" 21'4" 14'-0" 4'4" 39'-W FOUNDATION PLAN SCALE: 114" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. l l.ONDICATED #5 BAR, BNDICATES #6 BAR, BIDICATES #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,OOCPSF. TRANSFER REINFORCING (TOP STEEL)HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm= 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSIZ UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Ib EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 64 W1.4xW1.4 OVER GENERAL 3 1/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH I LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10" - 8 FM-12c12 12" CONTINUOUS 12, - (2)We FM-12c18 12" CONTINUOUS 18' 2) #Vs + 0'-0" FM-18xl8 18" CONTINUOUS 18` We +p-0" FMC-1208 17 CONTINUOUS I - #5 IN CURB VARIES 7-2424 24* 24" -)0"J4* .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdeaWngroupcom AA N: 0003325 E t g Q 1--, OtTmIv. at Lwdo ABBOTT PARK LOT #5 BLK. #8 PROJWT 4 —05082 4EBB 1t1828—CALL" GAPAaa OWING: RIGHT PAOL': FOUNDATION PLAN 160 MPH EXP. C 30" IN. EACH WAY MONOLITHIC FOOTING Z g STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND •• ^—' — ' — q ' _ CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ..•�q. P_ O SPACING REQUIREMENTS �— 1 'y�.r t W :. . '. �_.. -- GARAGE DOOR RECESS U I ��.�•. C rn < q I q �—• FM O m 9 8' CMU WALLL 8" CMU WALL • E SIZE AS BAR BARS, TH 8• 6 O Z N FOUNDATION WICORNER Nr LEG EACH !" Iyl U O I WAY AT ALL CHANGES IN DIRECTIONS to TOP OF SLAB TOP OF SLAB I ... •' SO THAT THE STEEL IS CONTINUOUS • . • MATCH AMOUNT OF CONTINUOUS BARS • .) CONTINUOUS `I •I • ?k- CURB FOR MASONRY EXT. PORCH 9LAB • SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) i8" + EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER • q. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' • UNITS SET 7b+ AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE e'� 6" CHAMFER (2STORY) n4 24' WIT.ISOLATION (1STORY) `�'d--'� • 6' CHAMFER (2-STORY) 0'-0^ APPLICABLE) z SEE SCHEDULE 85 30' JOINT (WHERE 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE Y6 36" APPLICABLE) Z FOR WxD, MBAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=,'-o' 2 SCALE:34'=,'-0 CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 SCALE: 314'=1'-0' SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 4W AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2•ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP WALL W/ SYP N;i! 2' CAPPED GALVANIZED PIPE ❑j NEW REINF. BAR S a SECURED 2- PART No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE WEDGE PLANS FOR SPA BTM. PLATE TO W/FLANGE � BASE N. g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH WASHER SET IN HIGH STRENGTH HIGHSNCHOR STRENGTH PROVIDE DBL. TSECURE BT. PLATE TO � 8", LINO g PLATE EPDXY 5-i/2' EMBED. MIN. 16° OC SLAB W/10d MASONRY 4 FOLLOW ALL MANF. LISP SPTH4 OR SPTHB 87M MAX, NAIL 16' O/C STAGGERED. SPECIFICATIONS FOR N AND TOP PLATE ANCHORS W/ ADDITIONAL METAL S � I USE AND x 1 1/2' COMMON NAILS 10dFILL SECURE FLANGE 11 SLAB W/(4)1/4' X 2114' F- w PREPARATION OF Z HOLE. HOLES, DO NOT USE REQUIRED REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS of 10d xx 3LL W J SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q-0P OF SLAB : TOP OF SLABCHAMFER . (,STORY) 6" CHAMFER (2-STORY)EQ. :4_a EQ. EE SCHEDULE EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY SCALE: 3I4•=''-o" MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 % sCALE:3/4"=r-o' (W/ UPLIFT) 8 scALE:3a"=,'-m (NO UPLIFT) SCALE:3/4'=,'.o' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING Z g WALL W/ SYP No 2 STUDS SEE p PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY NAIL o� w 16' O/C STAGGERED. ADDITIONAL METALrr U a CONNECTORS NOT v) REQUIRED WHEN NO p 8" CMU WALL UPLIFT IS PRESENT, Z + 0'-0" POURED LINTEL CONT. (TYP.) CMU FILLED CELL (TYP.) TOP OF SLAB8' SEE SLAB SCHEDULE ; 2X WALL FRAMING IGROUTED E SLAB SCHEDULE 1/2" DIA. USP 7260SD BOLTS 6' 2! — ♦ , MINIMUM EMBEDMENT INTO P OF SLAB 4• g ISOLATEDCOLUMN PAD CELL, 4' FROM ENDS AND zo 4 • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • •' • POURED MONOLITHICALLY WITH 4� , — — — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE �'. -FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, ,I" COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 9 SCALE:34'=,'-0 (NO UPLIFT) 10 SCALE: 3/4"-l'-0' 11 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde*Wngroup.com l AA N: 0003325 all et 7 q V O ¢�1 V axnmly. at LOT% ABBOTT PARK LOT #5 BLK. #8 PllOaMT 48. - molml, 4EBB "1828-CALL" OARAoa OWDIM: RIGHT PAGL': DETAILS 160 MPH EXP. C plINT Dw 11/25/19 I QCALL': 1/4"=1'-0" arsaar S1.1A 2V-10" 14'-r 1014" 3' 0 51 a 'v is N O N M TP Y a �7 v fV a Y e F- §M tp N "O N Q N sp 0 % a irvi 3.8' 8" 2 d" 10' DOWEL PLAN SCALE: 114" = VV 1441 N, RONALD REAOAN BLVD. LONGWOOD, FL 327W PH: 407-7744078 FAX: 407-7744078 wwwAbdesWWouP.wm L AA#o0003325 Mft y� b 0 $Jill evenly as wli ABBOTT PARK LOT #5 BLK. #8 P1WJl7C 4 TaF — 05 Mons: 4EBB "1828—CALL" GARAGR SV#ZNC: RIGHT PALM DOWEL PLAN L160 MPH EXP. C DA= 11/25/19 BC,h=: 1/4"=1'—O" Wis'.m'1 s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM VARIES PER ELE Z e CLEAN OUT REQUIRED FOR INSPECTION .. L .: TIEtiERTICAL REBAR . +� .:•a .: t TO HORIZONTAL REBAR W/ 10" HOOK —L BAR SIZE 48 BAR DIA. Z #3 1 18' U U #4 24" #6 30 #6 38 HORIZONTAUVERTICAL #7 4r REINFORCING SCALE: 314"=1'-U" Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND n: SPACING REQUIREMENTS W U o Z O 8' CMU WALL Fo -a 0. TOP OF SLAB • 4' TOP OF SLAB • SEE SLAB SCHEDULE ? w a. • n "• BAR SIZE 48 BAR OIA. > + : •' '• a EXT. PORCH SLAB ^ 4" CHAMFER (1-STORY) 93 18. U ! �� : s• e W/ 1/2' ISOLATION 6- CHAMFER (2STORY) JOINT (WHERE f • " #4 24" APPLICABLE) Z MATCH STEEL #5 30 6" PVC CHASE REINFORCEMENT SCHEDULE PER SCHEDULE 36' 6" PVC CHASE THRU FOOTING THRU FOOTING #7 47 MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'=1'-O' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REA— BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.774.4078 www.abdosigngroup.com AA M:0003325 :Sy o rb 6 O sysniv as LAa�: ABBOTT PARK LOT #5 BLK #S P1WJmCT 04 . - 5 MOOR .: 4EBB "1828-CALI" GARAaa EVInM: RIGHT PAOW: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1tr HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1tr HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x i 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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" S. 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 0 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 INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / 8.01. - BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S - TOP OF SIAS ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (fc SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP .MID SIZE SPACING BB1 MASONRY 3000 8x8 1 #8 NIA GROUTED SOLID "CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U4INTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-L NTELS MN SAFE LOAD - POUNDS PER LINEAR FOOT *—.0-- SAFPL OAD SAFE LOAD , POUNDS PER LINEAR FOOT TYPE LENGTH I ave a,aa autos erels arur eWd TYPE LENGTH 81A RCMU TYPE LENGTH e1MT peel IF1a4T w�tH1 era4T s�teet HIM won eFM•ft Truer 4,7+R Mae VIW maw " a►ts on4s arts vaa aelx wm4s 3aS' (42') PRBCASI' 2i71 sW pro an wi 0< wa rd (4s) PFACAST 1a28 10W IM V4' RM PMOW 711e flle am 401 am eta feel m as na ?w sm 1p14 aw als am 4el m m lem 4•d (M') PRS'CIIS'T taM all = aw mo 7a14 I'" �� ( T 7aa 7a3 730a Yd HS') PRECAST lap sm aW 3W 4a aW tw aw 4w ua tw an ImIm tw ma aw aW 4w ON ew 4W (1#7 PRECAST taW tw no apt m 4w ew /18' ( PREC/pT a2¢ pet ta73 4'd PRECAST tap am nn no 4W 4n1 we atn 481l np ma sera um m we am aw 4W 4m as 6tP la#'1 PRECIIS'T 1217 1W as an aw am ON S4' (M') P1NGISP 411 477 74a r-Y (84') PIIECAST ,W , WO pp aw am 4w Im m m np tW Im Toe ape aW all ma r-1r oa9 PRECAST 10a= Ila Ilia an aw aw aw ON r•1P pB� PRECMT 3N 88S MS r4o• (7r') PRECAST w sw AN 4m ,m aw me n 19 w Ila aW 1ep OW aW ON rd mm PRECAST w tm W/ so pet sw ma nn �, Pd•1 PRECAST S37 rn 400 rd Pa') PRECAST w , aw pal tm 1N" two all am M w iw tw no lap sum arp rd WO"1 PREGIST 74a fell Its wa ml aw apt us rd pot PRECAST 424 534 3a3 r4• (w) FRECAST >g aw all Ira all all llel sm Tn UK UK pap am my um r-r 1 PRECAST p 29 ea4 w Im Iw W/ sae taw we rs• q+%) PRSGST 33E aS 23o ad (112y PRiG10T eN >d , fn atn >a tW ,W alp as w W tW an ,w am aw 1rd (+y7 FREGrr 47a w m IM sw an 7a1 sa tad n38y PR1WT 2M 401 ta0 tar (19� PREGST m m w 1 , wi w Ila Im m sm m w „a ,411 1w aW aw 11'-4' (13a� PRECAST 3s2 m W tw no aw a'IC ms IT1• (136') PNGCASI' 290 404 /54 71'-a' p30n PREGV18T a4 10.4 w Ila tp ,w w W 7w /W 7w n>/ 4w m w v/t ,W fnew alp mr (w) PRSCAST 337 W eA ,m f0/ ws 1" (14" PRECAST 244 402 IN 1Td (144� P41mmw m m m w 1 1 tw W m ,m im eW aw aw 4a w W "a , In an 1r-r (11D7 PRECAST 716 4n w will fur 1w sap as 134• (1sa) FtilCAST =17 Ssl 110 1Si' (18D') PRE4a1ST 418 w w lemur m I 4n m ate 1m ml am all 4m m m ,m m t ap W-W m" PRemw 279 WE 14W (+MI PRECMT =5 7D3 1O0 ud nSf') P A6T m »a w W 08 wtW;Ww Iw am wt ; t4V' (t78') FRf$1 NA M al al on n, w ,4La (I7r') PRE N.R. =M N t41r (Im P w W m w w w w m w , w u t,n ,m m >a Ipt ape am ara 1F 1• (10P► PRE N.R. M In at la 10 low (ibn PwIlu I NA m as I" (101') PIS m m na w m w w w m nI 4n re tale lap sfD 7W 174• (=Oa') PRF N.R. M M ��• pall') Pw817 NA ta4 µ 1r-1' pOr') PR6BiRSiBm w In m as m m w nIe w t is an—,m en m W w me ale 70A lam') PP47RMBm N'R' M MII ntm 1aa• Mn PRIMTIMSa® NA 140 M ta•4` p32') PRB6111Faa® m w W m 40 w e4/ Mt eo 1 w ,w IW nn ntt 21-C QW1 FRESfR68BFD MAL M wR M M a M M M'V per) PIVVT NA 170 42 mw posh mu la to m w w w w w m tat m m m m W m w 1w /met MIo � I PMMMM NA M M M la �� pa41 PFB7� N.R. 110 40 224 ( FINetReaa® w In W ale m W w w W w m ter/ 1w ale w ' m lfl w w w m w la m m w 2rd par) PRBi1RpB® NA m r . 24•d per) PI03TadaED NA a1 as W4r pap') PLO w w Me m m w MA we m W m w W all np (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (#)THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. "ALLVALMTAIRN PROM "SAM LOAD TAKW BY CAffr= E MAY IM EMM • PRECAST PRODUCTS SY 0THM18TO &MOR EXCEED VES ALUSTA'IEDAWM "ALL PR@GIBTPROOUCTSME TO W SNTALLED PERAIANUFACTISMB SPECIFICATIONS • PROVOE M3MISM40F SHARa10 PAST LAM SIDE OP WOMW OPMM16 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION4:ASTECRETE DIVISION ACCEPTANCE #: 1"128.03 --mmmmmmmmmm------------ mmm—m--------------- — -4---- 1 1 ♦ 1 1 ♦ ♦♦ 1 ♦♦ 1 I 1 ♦♦ I I ♦ I 1 ♦♦ 1 I ♦ I 1 ♦♦ 1 I ♦Y 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1;� 1 1� 1 1 1 1 1 1 1 NO, PROVIDE BBt WHERE 1 ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-0", UNO. 1 1 1 1 I 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 �1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 0 ♦♦♦♦ 1 1 40%♦♦ I I ♦♦♦ 1 1 � 1 1 1 1T OMOB 1 � � 1 �♦ i , 1 1 1 ♦♦♦ 8RF6-1T/0MOB J* 1 8Fi6-1TI0Ma08 1 1 1 L---------�-------W—J L------- LIFT BEAM PLAN SCALE: 1/4" = 1'4r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8F20-iT/0M/0B 1 1 -------------- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.sbdesWkgroup.com L AA 0: 000332E , O e sumxv. a Lor ABBOTT PARK LOT #5 BLK. #8 PROJ OT — 05082 M ODEMA 4EBB "1828-CALL" GA tAGX swluGa RIGHT PAGIM LIFT BEAM PLAN AND NOTES 160 MPH EXP. C r11/2" t19 M 1/4"=1'—O" w s2 ifs CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4'=1'-a IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM AND XFXX - iT/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST•31/4' a WINDOW SILL Z a SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. .Q NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'x8 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM ago 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 46 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X16" 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 1#6 TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. Fj F = FILLED W/ GROUT U = UNFILLED IOMIHAL /�# OF *5'S, IN 2ND BOND VIDTH BEAM COURSE 16-1T/1M/ B NOMINAL �� HEIGHT # OF #5'S, TOP BOND BEAM COURSE # OF #5'S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 8xl6 DBL. BONG TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM �'.BOND W/(1)#6BAR GROUT SOLID FROMT PLINTEL TO TOP OF BONDOF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #s BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-r BEAM DESIGNATION OR r� 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS Tnc PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' O.C. MAX. MIN 1.1/4" EMBEDMENT 2x6 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND to O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2.3f16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 2X4 SOLID BLOCKING - 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4'=1'-a SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR T EACH SIDE A STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN DDELEVATION OF BOND BEAM SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 wwwabdeNgngmup.com L AA N: 0003325 Q O aysaiv. & Z.07! ABBOTT PARK LOT #5 BLK. #8 P1WOJ1 ' I 04181.00t05082 MODRU 4EBB "1828-CALI" OARAos OW► HICk RIGHT PAGM DETAILS 160 MPH EXP. C sCA=- 1/4"=1'-0" o3ve r S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 117 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 Ire HDG NAILS, WOOD TO WOOD: USP RT1SA OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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 a 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER N07W: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJ1 CJ3 -7 LW--" 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. JL II 11 11 2A I 3.1 I II II II II 11 N N II ATTACHI4!-0" LONG 2xISCAB TO TRUSS W/ 10d NAILS @ W O.C. N (4" FROM EA. END) N N N N N N N A/40 I 6 I I 1 I I I I ..oarmmw I I I - I xs�s =s:� y-- I i I I I I I I If I I I I ------}-------.—.�.-- .—.�ACCESS�.J�. I.—. I I I I I 1 I All 1A — — — 1A Al FRAMING PLAN SCALE: 114" = V-0" HE CA c Cd6 to 3.1 W MWM 1 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32760 PH: 407-774-8 FAX: 407-774 1. www.abdsalgngro up.com AA M: 0003325 w Q ®s w 1 ABBOTT PARK LOT #5 BLK. #8 raoign"r 04181.00t05082 MODRU 4EBB "1828—CALI" GA1tAG>Q a,"rnaGe RIGHT PAGIL FRAMING PLAN %160 MPH EXP. C D TO 11/25/19 acA=: 1/4"=1'-O" a>� 1111,. S3 ENGINEERED WOOD TRUSSES OD SHEATHING, SEE 0 24" OIC, SUBMIT SHOP WALDRAWINGS FOR REVIEW HINGAND APPROVAL NER SCHEDULE" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) # 1175 UPLIFT USP IOd x 1 1/2"TO TRUSS. FL#17680 PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR HTWM20 W/1010d TO B-(2) USPHTAl6 TRUSS ANCHOR WITH (9) "ROOFIWALLIFLOOR WITH (9)10d x i 117NAILS TO NOTE: A PT SYP #2 2"x 4', TRUSS AND (4) 1/4"x 2 1/4" 1Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS EA. PROVIDE4"MINIMUM 6", 8" x 4'-O"MAY BE ADDED TAPCONS TO CONT DBL STRAP,1EACH SIDE WRAPS UP AND FASTENER SCHEDULE' CONCRETE EMBEDMENT. DBL Wl I Od NAILS. 2 ROWS, 3' POURED LINTEL OVER TRUSS (NOT SHOWN) STRAP, 1 EACH SIDE WRAPS UP O/C TO FACILITATE ONE AND OVER TRUSS (NOT ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) USP NOTE: A PT SYP #2 7 x 4", SHOWN) ACCOMMODATE GIRDER HTWM20 INSTALLEDON PRE-ENG TRUSS 6", 8'x 4'-0• MAYBE ADDED USED IN CONJUNCTION WITH TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ NAILS, 2 ROWS, 3' HEAW UPLIFT CONNECTOR j BLOCK WALL W/1010d TOO/CTO FACILITATE ONE FL#17680 TRUSSAND(4)1/4"z2l/4" ITI ADDITIONAL PLY MAX. TO1x2, SP LUGT2 W/(5)1/4"x3" POWERS TAPCONS TOCONT CONTINUOUS BOND BEAM 2x WOOD FASCIA ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. E BOLT& (16) 16 GALV. NAILS TOPOURED LINTE2x SEE ARCHITECTURAL S (2PLY) #FL17240 (NOT SHOWN) SECURED W! (R)18d SP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 6• WEDGE BOLTS AND 1z2 SECURED W! tOd TRUSSES 24° O/C, SCREWS FL#8223 ix2, 2z WOOD FASCIAGALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURALS3 17O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. OLTS ARE USED lx2 SECURED W/ 10d MASONRYBONDRE THAT CELLS ARE GROUTED GALV. COMMON NAILS 9CHEWLE D, 8' EACH WAY OF BOLTS MASONRY BOND BEAM 17 O/C SEE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LSS (2PLY) TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1870 LBS, LAS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) = B ALLOWABLE UPLIFT U:2430 LBS, L:1310L310UBS (2 STRAPS) 2" COVER & 7APART REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b SCALE. 3/4'-1'r TYPICAL ROOF 3 SCALE: 314"=l'-O• GIRDER CONNECTORS) 2a 2b GALE 84'= 0 GIRDER CONNECTORS) (21 21 N0.2 SYP DIAO. 2x4 BLOCKING BETWEEN 3/4' T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d . EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA1220 GAUGE W/ 10dx112 HOG NAILS 0'-0" TO 30'-0" (1)'X' BRACE EACH END, TOTAL OF 10 30'-1' TO 60'-0 (3)'r BRACE ECURE Pi. PLATE (1) "X" BRACE 0 CENTER I 1 / TO BLK W/ 1 FLOOR (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 L W/ GIRDER 6'-0" MAX (W/IX4) FROM CENTER TO END. WASHER SET IN HIGH 7�R PPRE-ENGLOOR 10'-0" MAX (W/2X4) 2SEAMS) 2x WOOD FASCIA, STRENGTH EPDXY$' SEE ARCHITECTURAL MIN. EMBED. AT 370C MAX. P 1 z4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2XS TRUSS BTM,CHORD SEE PO.TC. �E W/ 12d's 8'BRACING, STIFFBACK (ASPER UM BOARD OR 12' HIGH PLAN FOR LOCATION TRUSS ENG) ----CONT. 2x4 SECURED W/ STRENGTH CLG, BOARD U MAY NOT BE (2) 10d's Q EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) N a REQUIRED TO B II CS7�ED 16d TOENAILS TOP PLATE HTT16 W/ 5/8" A.B. WITH BTM. CHORD OF DOUBLE MIN, 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (20)16d x SEE SCHEDULE FOR Wx4 OR 2x6 WOOD BEARING 2-1I2" NAILS TO POST. , BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST SIT DIRECTLY PLANS FOR SPACING. SINGLE AB ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .'a• 1/2" GVP. WL. BD. ' �� • •� • •� • tx4 BTM. CHORD BRACING 6'-0.O/C END WALL OR OTHER CHORD BRACING MAX., RACI MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF � ° # 8 �= ." e . n. O/C MAXSECU DEPICTED SEE PLAN BLOCK WALL W/ GABLE END COMMON NAILS AT EACH CHORD INTERSECTION TYP. � BTM. CHORD BRACING PRE-ENG'D TRUSS SCALE: 3/"•'r-o• 6 a. GIRDERNVOOD POST CONNECTIONS SCALE: 3/4"=1'-0' 5 SCALE: 314•=1'-1 FLOOR TRUSS CONNECTION @ L.B.W. 4 SCALE:3/4=1'-(r (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE --NOTCH DEPTH 114"D OLE EDGE >SB' USED SO LONG AS THEY CONFORM TO THE FOLLOWING OLE DIAMETER < 2/51D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE >511" AS THE ONE SPECIFIED, CONCURRENTLY. 1T 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 USP RT16A (FL#17236) OR LUGT2 (FL917240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM, OLE DIAMETER PLATE < 3/5"D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING NOT USED NOT USED 11 AND BORING LIMITS 9 10 SCALE:3/4'=l'-O' ll N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-77"078 FAX: 407-774-4078 www.abdeoWngroup.com AA 8: 0003325 e 0 8 6 'luODLV. as LAT: ABBOTT PARK LOT #5 BLK. #8 IPMO"=Tfp 4 O( 58 HGDalu 4EBB "1828—CALL" GAP.AGZ OW MO: RIGHT PAGE DETAILS 160 MPH EXP. C 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d 0 EA 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0' (1)'r BRACE 30'-1- TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" 0/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN scALE:34=r-a PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS — 2X4 BLOCKING BETWEEN TRUSSES AT FIRSTSHEATHING TWO BAYS BL O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH�J. STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 218 P.T. PLATE W/ 12d's 8' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2X4 SECURED W/ (2)10ds 0 EACH TRUSS TO BE INSTALLED a 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3W=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosWgrolp.com AA 0:0003325 0 Q O �o iumirv. as trot! ABBOTT PARK LOT #5 BLK. #S rRonwTif 41 —05 8 MODZIi 4EBB "1828—CALL" GARAOZ OWING: RIGHT ]PACE: DETAILS 160 MPH EXP. C DARE-Ero ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE 0 ZONE 1 = 23.79 PSF (3379) ZONE 2 = 39.48 PSF (49:48) ZONES = 07.16 PSF (77.16) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: If APPLICABLE INTERNAL PRESSURE COEFFICIENT + 0.18 ROOF DNPN RAGA A FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN.OIA SHANK TENSILESTR. SHANK 8d RING SHANK 2 12" 0.12D" 170,000 RING SCREW SHANK PIER INC8-20 H 8d SCREW SHANK 212" 0, 12D" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEAINING USE 1/2' CDX 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 6 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES W X Z y O c7 _�. a 3 yyZ y TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onn� cuceTlalAn , mm���) 11 mmm11 mm i' 11 ■mmmmm\ 11 . . 111.-111111111,_11111` .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRANl10 8d RING SHANK GUN NAILS . 6' O.C. IN FIELD: ` TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S3. TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS a 12" O.C. IN FIELD or 8d x 2 12" SCREW SWANK PNEUMATIC SCREW -NAILS 012- 0.0-1tv FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE 8%AIR ENTRAINED CONCRETEF7(POSB)TO ENTTH ORWEATHR ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHTECTUIRAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, BBT EDITION ALL pig®EDGE80F CONCRETE ARE TO BE CIN6FBi®3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318,14, BUILDING CODE REQUIREMENTS POLYETHYLENEVAPOR PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDERAIL SIABSONGROLRNDMBEINLXCATED ON PROVIDE 6 MEMBETAPE CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb -1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF g�3 LIPPED 6INCHES SE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD-PORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A SORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUIMPIS, WALLS, REASON SWILL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WrrHACI 347, W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBERTHAT "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. 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 FBOR 2017. 6B1 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. I S DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTORS 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 A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE " OCIRS SPACED 3' SUPPORTED WITH 2' CHAIRS -OE ACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL 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 TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS 81 R REBA SHALL BE ASTM A 5 GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED, DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT HOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION% AND-rPI/WTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 p0 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 PSI` TOP CHORD noMDDR—t REVIEW. TYP. MIN UPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 paf BTM CHORD na ourrerd #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 38"CORNER BARS, BOND BEAM ONLY, LAPPEDAND TIEDTO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pef TOP CHORD 20 paf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 pef W/ AND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Paf BTM CHORD 5 pat STM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 OPef MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND DEAD LOAD SPEED =1) SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDEDON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING FXP S URE C. RISK CATEGORY II) (ASCE 7-10 KEEL R2017) EXPOS INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: ATTIC WITH LIMITED LAYOUT, SPANS &ALL TRUSS! HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH FIXEUNIND STORAGE: 20 1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STARS: STAIRS: 3 BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40paT, GUARDS AND HANDRAILS: 2Wpsf, GUARD INfILL COMPONENTS: SOpef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pSf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4�f MASONRY- PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW; "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR 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 MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMWIENTARIES1 AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTO VERIFY PUBLISHED BY 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 F. = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WINO LOAD PRESSURES. TIE DELEGATED TRUSS ENGINEER SHLLL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND 11NLESS OTHERWISE NOTED. UV -UP MASONRY WAILS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DODUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WrTHOUT 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 A7 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL WAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION yyI TH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIONS SITE PREPARATION.TYPE ' "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 paf, FOOTING OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED UNDER ASTM PROPORTIONED AND MIXED AS HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE M0. HER USE REMOVE SHALL BE BE THCK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THEOWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEC -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEETTHE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDATTHE 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 1RUTEEL 8 CM RAL9 BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36, Fy a 38 kaI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL SE ASTM A-600, GRADE S, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 Iml. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRADE 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 SUMIT PROPETE OSED CONTRACTOR SHALL SUBMIT WOPoSW MI%DESGGS, CORM HISTORICAL STRENGTH DATA FOR EACH SEPARATE MI%PPoORTO STREGTR OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SWILL MIXDESINS,PSHALL NOT IXCE®5'N-PAL CONCRETE PLACEMENT. TO THE AWRONOFPUSNOZBi BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-1HE44UT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED MEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROIAWIEI WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. AWED TO THE MX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NDT EXCEED 90 MINUTES. IF FOR ANY REASON THEE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITHTHEABDVE REQUIRED CONCRETE COVERAGE OVER REBNSHWLLBEASFOLLOW9 A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DFOSEDTO EARTH FOUDAT10N51 B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-12' FOR#5 AND SMALLER T FOR06 AND LARGER C. FOR CONCRETE NOT E)POSED TO WEATHER 314' FOR MAIM WALLS AND JOISTS 1.112' FOR BEAR AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ANPLICATON BIZ£ ttf£ SPADING RE.— AP -TON SIZE TYPE SPACIND REMAWCI t#PTFUWiNG TO IMagIRYICWC. CASE NAROENED COL NNLII LONG, S•QC GMAGE DOOR WO( TOVIRYgONC. 1M•DIA NO WABHEA TAPCON MA40MY FASTENER S 11(1•EMBED„NENDOGl. 11R'EDOGT S.D. AL..1 OORS CASE..ENED COL I— ...W/WORIFAeTENW OMAGE DOOR BUCK 1n"D. Wl a•EMBED., A"FNJD49T, 1a PT,SEEN 6 NWLI I-- BTAOGEAW INTO —1— TO VARY/GONG WASIEA EXPANSId—T YPO�C S•EOGE DIST w—w#KK C/SE NAROENWCOL `- WWDDWenow FASTENED METAL STRMTO CONTACT THIS ENGINEER FOR SPACING fa PT, SEE NOTES NNLI INS LONG. STAGDERW wrDwsDNRGcoNG. MASONRIICONc. REQUIREMENTS EM. SWIG DOOR (x)3I18'DW TAP 1 R•EMBED.YEID. NONBEAWNGYg00 EImANSWN Z•., BUCKh PT, SFENOTEB ND WIENER TASTIER TCO� DIST.,11R•FDGE OGt. WALL ID CONC. SLAB �( 3-EDGEDEV FA BOLT xf OC DUST., B"EDGE DST, UPTwNDOWWDK 01M'PAFAx 19' S'OC SEND. DIBT,112 PT TO STEEL OCL., SEE W/ WASNEII STAGGERED EDGE DGt NOTES ALES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL SE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 wwwAbd4lalgngrdup.00m AA #: 0003325 ^ K as {E <� lu lu C i stimm a Lo i5 ABBOTT PARK LOT #5 BLK. #8 PROJW - 0 82 moasrr 4EBB "1828-CALI" GARAOR SWUM: RIGHT PAGI& DETAILS 160 MPH EXP. C OCA=- 4"=1'— Zs s�z1 i i �Orywj 1�(\ t�)% O�Q (kc - 00 4� Ir 4�L5