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HomeMy WebLinkAbout7804 Davie Ray Drt ` 9� 1828-4EBB-CAL199 HOMES 12602 TELECOM MFt1VE, TAMPA, F1 33637 T4&1= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES, REVIEW DATE 3 2020 CITY OF ZEP,YRH P1 AN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .irLpm BUUMC CODE, ere EDmOx (2m7) • ALL LOCAL AND STATE .00CUPANCY •CONSTRUCTION TYPE • MDT. DTTERIOR FINISH BASIC WIND SPEED -EXPOSURE •1_STORY RMDENCE •2-STORY RESIDENCE USUM 14 CODES - RBSD)ENTlAL GROUP RS - VB - CLASS B - Yult=160 MPH Mead=124I�H - C - - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV_ AEOVE A/C AIRCONDITIONINGLUM ADC. ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTERLINE CAB. CABINET CLG. CEILING CLR CLEAR CONC. CONCRETE CPT, CARPET C.T. CERAMIC TILE D. DRYER DBL. DUAL DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL. DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHW HER EA. EACH FLEv. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.GJFX. FIXr"RIOR S F.G. FUEL GAS F R. FLOOR SH FLUOR FLUORESCENT PI DR FRENCH DOOR t-rG. FOOTING GA. GAUGE CAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOLLOWS H.C. HOLLOW CORE HDR HEADER BUT. OR HT HEIGHT INSUL. INSULATION WT. INTERIOR LAV. M.C. MFR. MIN. M.T. MTD. MIL. N.T.S. O.C. PL P.B. PH. PLT. PR. P.T. R PAD. R.A.G. REP. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SHWR. SIM. SL. STD.L sws TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W, WD. WOW. W/HINTERPRETATION W.I. LAVATORY MEDICINE CABINET MEDICINE MANUFACTURER MINIMUM THRESHOLD METAL MOUNTED MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE/W PUSHBUTTON PHONE PLATE PLYWOOD PRESSURETREATED RISER RADIUS RETURN AAA GRILL REFRIGERATOR ROOM SOLD) ENT DR SOLD) OPENINGEXT SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING STANDARD SECTION SECTION TEMPERED GLASS THICK TOP OFCUEE TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR TROOP WASHER WITH WOOD WWI E6FiF.ATER WROUGHT IRON DATE DESCRIPTION OMAS CDs M&W ARCHITECTURAL SHEET DESCRIPTION OIAb/O I01T MC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A21)—ELEVATION "D" LA PG El —ELECTRICAL PUN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS 01Ai/15 CDBRE-IBSLED O!/2VI5 lLIDNGELEVATIONS ADDED �/� CDsRE-MED 04 FOOTINGFEY" PERMBWEB 0,Ryb CDTsRE-�D 02/" ADDED CWVBLESBFOOTERATGARAGE MAL(FORTMYERS) OMAI MLA(MANTEANCE OMM REVISED LINTEL. SIZE AT FRONT ENTRY DOOR • 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 0444A-3 ADDED ADDITIONAL. RECEPTACLE IN GARAGE PER WILL BATSON MELD) SQ.FT. CALC. S 004A REVISED HVAC YOUrEG ON SOFT CA.0 BCHEDILE MELBJ O6A2/IB ADDED `EXTERIOR PICNO DEEP FOOTER' DETAIL 12/KLA (ORLI LiVNb 1828 $aI. FT. OPT. LARGE L.IvV1HG I81G BGs. FT. GARAGE 430 80. FT. ENTRY Ib ea FT. LANAI G�'� �' TOTAL 2362 So. FT. O(v 2yM ADDED LED LIGHTS • KLTCHEN 1 BATH PER MAW BouES 0VN11I9 ADDED STONE OPTION ELEVATION C 4 D (TAMPA) 0MV15 ELEVATION ra' SIDNG•ADDED LOUVER • GABLE ROOF 10RSA9 ADDED a•r.5�-V CEILNG HEKaH18 MWO REPLACE uSP co"crom OATH 529PSON CONVECTORS 04PoI//0 REVISE ENCAVENT RADON PLAN DIhEN810N5 O ADWO OFT. 5'-O' CLG. HOT: ADDED LED LIGHT N FOYER 04AVM � W-O' CLG. HOT. ELEVATION 'C'- REVISED HE04T OF ARC"Y OW06M ADDED ELEVATO* T.' 4 TI' (Oft) STRUCTURAL SHEET # DESCRIPTION 01/540 N• ADDED ELEVATION& M'-T-TTB' (ORL) PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA-DETAILS PG 53.113—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES AIL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO 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. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.com AA B: 0003325 1 Fy� N 8z �a Jill � a a BTJHDIV. a LOT- ABBOTT PARK LOT 10, BLK 10 PROJECT* 04181.000-10101 MODE1. 4EBB "1828-CAU" GARAGE OWU40: RIGHT PAGE: COVER SHEET 160 MPH EXP. C DAR : 07/28/20 HCA .1/4"=1'-0" skim= C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ INCH GYPSUM BOARD OR EQUIVALENT. Site WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY $O 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) S. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40)AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7.. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29D3. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS t. 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063-12a. 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-C1063-15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES i CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.com AA S: 0003326 J lie YTo m c a [ABBOTT tTHD] V As "w PARKT 10, BLK 10lt0JIOCT# 04181.000-10101 MODETA 4EBB "1828-CALI" GAP-403C BTaNG: RIGHT PAGE; GENERAL NOTES 16 PH EXP. Cd DAA rauE: 07/28/20 SCA=: 1/4"=1'- 0" fB*m= GN 'Acii oJ'o� o oIYY�YIia � � m oiIYYYY1liYllollOIYYYYYYIo "�'oIYYYYIIo I 11, � o • o O_ O r � s _ m i iIF ®: o� h c o 'I AS Ili ..,�. - - • CODE GAMOE p 1 J' Emy � � oflp,nl n'JUllo' oIiYYYYYIIo o�1Y�YYlo FLOOR PLAN SCALE. 1/4' " I'-®' il -*9 IY��Y��YYYYYI SQ.FT. CALL. S LWli 1828 SQ FT. OPT. LARGE Lli Ii Sa FT. G41iACaE 430 SQ FT. f311RY 16 Sa FT. LANAI as Sa FT. TOTAL 2362 Stf. FT. C01!'OIeIT MO Cilt001p MaD LGADB Ia19C Mao 8801IIIE ROH a aBl:go GUBIe ANDlE Sam MEUOYIHwtm fBfW1E MM. WINDOW 5 34/-45 CRITERIA EXTERIOR SUNG 18 5 33/-43 DR, MIN. CRITERIA SGD. MIN. 41 5 311 CRITERIA 16010 O.HD. 112 5 211 15 BASIC WIND SPEED MPH = 160 (Vuit) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG, CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0111111i DAIS MOM v Ir L. TOP PLATE 9 m BAR DETAIL NOTE. -2.8 Li DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LE68 THAN 1 3/11 l35 1 M) TNICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeelgngroup.eom L AA Y: 0003325 A k � i r�ro 6 ao ULITRY IL su]BD - ea Lrol" ABBOTT PARK OT 10, BLK 10 PIBOJECT# 04181.000-10101 moz)ZU 4EBB "1828—CALI" GARAGE f3wsxa: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C SHINGLE ROOF FYPCN " BKTIDcn OR EQUIVALENT I' 16'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED AND (TYP.) 0'-0' FI�—F �.., OR ECIUIVALENT AS SPECIFIED t: 6' TRIM BOARD iialrnma; HGT OPT.COACH LIGHT FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT 1�b 0'-0' FIN. OFF R AREA OF ATDC = 2364 SO, FT. NETFREEVENTILATION AREA REQUIRED = 1/30D REQURED VENTILAMON AREA 2364 /30D 7.88 VENTILATION AREA SO, INCHES PER FT.(144) 11.34.72 SC, IN. MIN. REWAREDVENTILATION .SX 1IM72 IN UPPER PORTION OF ATTIC 567.36 SQ IN. OFF RIDGE VENTILATION AREA US SO, IN, PER VENT 567.36 /11S TOTAL 80F VENTS Re1LARED 4.93M7 TOTAL R OF VENTS PROVIDED S 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG E%IERIOROF WALLTO WERIOROF WALL, NO OVERHANGS INCLUDED 12 6 mlell WIN FAM OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 . I'-& TEXTURED FINISH BRG. HGT. Y F-1 c0 W s �D -_-_-_---_--------------_-_---_-- - AO_mV OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 12 6 �o 0'-0' FIN. FLR �s�- �---------------'------ ------------'------------- 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OW. -0' FIN. FLR. DECO. DTL. A WALE, 1/2.1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77445078 FAX- 407-7744078 www.abdesigngroup.com AA k: 0003325 F b b !;]ZE aysmv. ae LOT ABBOTT PARK LOT 10, BLK 10 PROJECT 04181.00 —10101 MODSLe 4EBB "1828—CALI" CAP —ADZ awnaa: RIGHT PADS: ELEVATION LLD„ 160 MPH EXP. C w ee�o Dom' 07/28/20 aCALS: 1/4"=1'—O" aHSST A2D ELECTRICAL LEGEND S7MBOL DEFINITION NOTES D61( OUTLET 20 AMP MUSLIN HOLE IIOV OURET III OUTLET N OF CUTILINIT ww TD MrrcN OFl W OUTLET W(Ala1'm WIND PAU. I4IEI41I nam [TAFM'SIR INOWAW ) 22101( OUTLET (4) EIRE COIECrM �F W! �1— CFl EXT. WTINWRo P gmkT GROUND FAULT NIaMa•RI! MTCW 69II70I4 3-WAY OPM $4 SWTON 4-WAY OFRIM I_ FO UALL F'I ww LIDS CEILING, LIGHT © LED CLO LIGHT ©� LED VAPOR F'ROOF LMHT OVp VAPOR FROM LOW Omumm CAN eKIT. FAN I OM FIR a. FT. VBR. FAI tlYLIGHT I OM F'aR S0. R. (04410Os�TaD OY OULOM ® 11�600T 2•BIILO YIe)1P ARd3D EKI I-WAA OW AJNMM [ FNTI 2' FLUORESCENT 4' KAMPOSCOM ►�--e—++--p-' CO C 4' TRACK LIGHT PANEL METER OSD. aim DracroR a' I UALL w"mof w ae ®DAMON 132o r4NONCISuemlEet Kam DelEcraR °RHO Ntala sEeowecA oRT'®6N4 LT NOT LEM Timm P RICH WALL RECANT LIM ll� NATURAL am OUTLET ► TEJU%I" JACK at. WATER IQ,1 y4pE.LgE e41Q IRE A U ON TELMtIION JAQC CEILINS BOXPOEM TO M aE bID NO J-BD ACCORDANCE - BOX PWJNWY& SUCHIqe CELM PANLIOW CBLNMM sox b11PPORTWp N ACCOIOYCE W SOX MAPPING Alt SUCH FOR torucnm �10II4 24' cB4t LIGHTbTler nnncna M' 14CANDOGCNW LIM b11IP nnn® M• NOC,4NONSCOW LIGHT bTNP FLOOD LIM Wp a•T. GMMTY KEYPAD • PB. PUNT -BUTTON POR OMlb UM PORT • LOCATION OF TV JAO% 4 P1101E OUTLET6 4 PAM TO BE vow" a 140MlORNIM PRE-CONMTRCTION FEETN6. • ALL. 0 4 20 AMP BRACN CIRCUITS TO SE ARC FAULT PROrECTBD PER ELECTRICAL Pit"olOS OF RECR • 20 DEDICATED LAlDRCIRCUIT. Y CCUIT. • OR a IN -AD MOT ON 1OTCWRI CIRCUIT) IW • DUAS6ER DISCONICT TO BE LOOKOUT N PANEL • SATNRDCM CSLAUIST PAIN TO WAVE MN CAPACITY OF 90 CIM 14""VUT1ENT PER ELECTRICAL !PROVISIONS OF 61501I001 Meets ad • LAUNDRY ROOM R[LWPTACLE S14ALL ec GRaND FAULT CIRCUIT-NTERRIPTBR PROTECTION FOR PERIONel ON PE P*M • uptm FETWOO 6NALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PEOR aTH Fro (2AIM2 • ALL 9DRIK TO COMPLY ETW BLECTRDAL PROVEN" OP TIE FEQATI BD []OT72 • a &JAI M 1f Dr LI MIST EAIRGY �OLEL&M TYPE F'BR EAERlY [ibMERVATION [RESIDENT AL BERreY ft EDITION iNdmi CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. FAN \-- ---- ---- <� OPT. COACH LfGWT ELECTRICAL PLAN SCALE, 1/4' a I'-& METER FIELD LOC.� WP Panel MAIN -A PANEL: Wevpett breaker VOLTAGE: 120/24OV-lPh MA1N:15OAnnp M.C.B FEEDER:3-41 Cu TMMJ & 1- NB Cu (G) in 1 1/Y C. OR 3-iM AL TH NJ & 1-a8 Cu (G) in 1 I/7' C. WIW Pale ekr W tlM Wilt. tll Cac, Omit Walt D• p don Go, pot. WIW ell 1 20 ... t.GFi b ND 1200 1 2 S e fl2 2 20 bDdkn Pump 1000 3 4 S . s 6 53a AXC.UA 35 2 R s w 7 e PANEL -A PANEL: 42 OIL breaker VOLTAGE: 120 / 24O V -1Ph MOM 150 Anlp M.L.O. FEEDER: 3-#1 Cu THM&1-00 Cu(G)in1 VT C. OR 3-#W AL THWN&1-FIB CU(G) in 11/2^ C. YAM F•la W M Web Ck um Cloom Watt. 0. tan W pda Wlra 012 1 24 9ma6 t.nw 16W 1 2 saw Rerye w 2 R 012 1 20 LNerpaee/HwI GF1 1900 4 02 1 2 S.A ApplWos 1500 5 a 4500 Wder Heater 25 2 110 912 1 20 R 15M 7 9 012 1 20 Ree bs AFCI 000 a 10 1200 d GFl 20 1 012 012 1 20 9db Gn Ittio.d. I= 11 12 Ism OlahrEFMr O:I 20 1 112 04 1 15 F IHa11NtLn&dWBdh12AFCI ODD 13 14 6000 DWGFI 30 2 wo 014 1 1s LN Roam L—IU AFCI 900 15 t0 014 1 15 IOetMn, Parity, & DininAFCI goo IT 19 Ism Weaker OR 20 1 012 014 1 15 sD&CIOAFC] ODD 19 20 1000 GEa Dw wGFt 20 1 012 M2 1 20 Leu l eMN l Oen AM 12DD 21 22 1200 I Edt Lb & W AFCI 20 1 112 w 2 23 24 900 OaINS Out* AFCI 1s 1 444 S w 25 N am OM M— is 1 14 s w 27 20 Space sp.c. 29 w Iwo W.Oft—Vol.M — 2D I 412 s w 31 32 s o s w 33 34 sm.. 35 35 s w 37 3s & N 2 35 AX ANUA eater 5 KVA at 85% 6626 30 41 40 sp.. 42 Sp — two 9 ast to Otntmd bcler Wd Ions /Ina 10000 2e7W Lad subjW to demand Rotor COWtIlane IFne DManp Factitir Calculaiii ABBREVIATIONS: AND: ARC FAULTCIRCUR NTERRUPMR NC: NONCONCOENT LOAD GPI: tN10UNO FAULT INTERRUPTER Tdd bad Subject to dsmmd beta 42700 ' Fket IOD00v d1OD% 10000 Remeb uatle d 40% 13090 Tdd A)c I"d Issas LOAD CALCULATION IS BAKED ON AC NOU6171 dd Conneeted Lwd Wws 3]909 TOW Am talele/240wks 14L3 General Lighting & Race cle Tdd AR: F, OneN Lh &Rea 3 W 13 . Ft. i ete5VWLTdd General L e & Rw d%)Genes Lts & Rea Pend a \ I L I I I 1 1'-�• 1r-b' I \ LED LIGHTING @ SINGLE LAV. • BATH •1 I I I I e I I I I L I LED LIGHTING ® DOUBLE LAV. BATH M PROVIDE 37/0 CU, TMN . 1% CU N V CONDUIT OR 3 A4.10 AL TMAN . N QJ N 2' CONDUIT OR 2A0 AL III SO AMP ELECTRICAL RISER NOT TO SCALE. C 1IDNATION SERVCa DISCQIICT 6WTCI4 AND GENERAL NOTE& ELECTRICAL MATERIALS AND NSTALLArKI IS SHALL n NOM,A MM M*XDSIRW TN* 4 ELECTRICAL PROVISIOOFTHE B'Xi{ A_U4LOCAL CODES, AND ALL LOCAL POUEIRCOFPANY IIWfJL11FS711'ITS. POMP OTNMWGR IMPPHN 6T@1 I= VOLTAGE L AT au E exraE CONNECTIONS ELECTRICAL GMtf E. PROVIDE 3 R COPPER (OW IN Y 1 A4 CU SERVICE GROUND C0WACTM TO 1.1/J" DUL SGEEL EDULE M PVC CONDUIT OR PROVIDE 3 CONCRETE ENCA6ED MOTER GTPER 4/0 ALUINIM (AL) N Y' DIA GCWNMLE M PVC ELECTRICAL P'IRNSIt7NM OF TIEMCRASH CONDUITs sum, SERVI� IS PROVIDED BY THE EDITION [2EM2 U ELECTRIC CO'1PANY. COORDINATE WTH TIC ELECTRIC F.D. X & PT LONG COPPER CI AD GRO M ROD C41•IPAN'( PRIOR TO SIP. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdoligngroup.com AA #: 000332E fig b is ELL 4A V 1 atmD:v. as :.o to ABBOTT PARK LOT 10, BILK 10 PROJECT#1 04181.000-10101 MODEIA 4EBB )11828-CAU" GARAGE 81I1dO: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXAC ■ PLUMBING PLAN SCALE: 1/4 . I'-0• TO 2' Vm Ste. VTR KITCHEN // ��\� 1R• SINK W/ AUTO VENT I / jl V2 A 1R' / 1 1/2 / I 1 iQ� II/2� �2�r1112 2 f wo r TUB I i 3• 9'�•I�•1 LAB 2 LAv WC 3 3 I I 3• 3 11/2 SNWR 2' I n WAsHER PLUMBING RISER DIAGRAM 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32780 PH: 407-774,6078 FAX: 407-7744078 www,abdosWgroup.com AA C 0003326 z C b b a avBDiv S. LOT ABBOTT PARK LOT 10, BLK 10 PROJRCT# 04181.000-10101 MODEla 4EBB "1828-CALI" GAP-tGZ SWWO: RIGHT PACE: PLUMBING PLAN %160 NPH EXP. C E D 07/28/20 aCALJS: 1/4"=1•-0" axsaT P1 0 HVAC NOTES LEGEND I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER I'M. REQUIREMENTS. ® SUPPLY AIR DIFFUSER 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE m RETURN AIR GRILL _ OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND SIDE OR I WAY DIFFUSER INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. -WALL — SOLID LINE. SUPPLY TRUNK 3. ALL FLEX DUCTS SHALL BE APPROVED UL 194 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 — BROKEN LINE" RETURN TRUNK _ 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN WD FT. PROM ANY CHIMNEY OR VENT l BALANCING DAMPER OR OW OUTLET, OR SANITARY SEWER VENT OUTLET 0 CEILING EXHAUST FAN 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 CEILING EXHAUST FAN t LIGHT 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION O/A OUTSIDE AIR (2011) MECHANICAL CODE 603.1 ® THERMOSTAT 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE m PASS-THRU AIR GRILL MECHANICALLY VENTED IN ACCORDANCE WITH RIC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO SE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2041) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONUNIT ATTIC W/ (2)-3/16'XY TAPCONS SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM417, AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 95XI V4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLYREFRIGERANNT LINES CONDENSER UNIT AIR HANDLEREXTERIOR CONNECTIONTO PAD WALL 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DIA.OVER HEAD 12' FROM STRUCTURE EVAP. TRAYPVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFOR1CONDENSING UNIT _ TRAP DRAIN LINE AND TERMINATE IN AN APROVEO DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL FIN FLOOR CIRN OUNTER6K BRONZE FL. PL. OR WALL CD. PLUG � � SEE SPEC. BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K J06AM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FIN. GRADE OR PAVNG I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED FLOOR SLAB CLEAN -OUT (TYPN NEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL DE INSTALLED AT OR ABOVE FPS. ELEVATION. MECHANICAL PLAN SCALE. 1/4 . I'-0' i441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003325 h F b b a [SUBDlV. & LOT ABBOTT PARK LOT 10, BLK 10 PaoilccT# 04181.000-10101 MOas>A 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: MECHANICAL PLAN %160 MPH EXP. C N DATE: 07/28/20 BCALX: 1/4"=1'-0" skrrxT M1 2X4 TOP PLATE PEAR —IF PRE -FAD TRL68 w cm �4D �. la' Two: cawT �• a'u ese In' CLG. BOARD auto SnILCTM .Rae p"ImmY To �eraRcsrm+r ro�sorssr ar P.T. so NOTE: STUDS IN 5' DIA. SLEEVE, � MR AGUM To lu PARTITIONS SUPPORTING DO NOT CUT AF0O K Ffta 1/2' DRYWALL WALL HUNG PLUMBING REBAR ''"�"''� NM'�' FIXTURES AND WALL PIPE � � SACCOt 144 LONGWOOD, f 3N. RONALD 2750 LVD CABINETS SHALL BE NOT w ,� PH:407-774.6078 LESS THAN 2x4, WHERE BOND BEAM O NOT GUT r os`sR:RoruR �v sTau Do=M"rj FAX:407-7744078 2x4 WOOD SPACED NOT MORE SOLID GROUT THE BOND vraTr�so. TRACKORAGIM" ` www.abdeslgngroup.00m SECURE DT. BTUDB 024. THAN 16' O.G. OR, NOT W/ (1) '5 _ BEAM ,,,p AA M:0003326 PLATE TO GLAD O0 (2) COURSE REBARS nsooucT 4ALV OVil414"b OGOR Ulu Wd MASONRY LESS THAN 2x6, WHERE NAIL • 32' O.C. SPACED NOT MORE MAX THAN 24' O C. _ _ ApppVAL sup, velmenL TRAM bMro rL by ancRe RO°" . SL.AIS M�Ts APYWDV~' Nia FIN. FLR 2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK s GARAGE DOOR JAMBS �TYP. INT. WALL (NON— BRG. ) D1 SCALE.3/4'.I'-0' D1 SCALE: 11/2'.1'-0' D� MALE, 9/4'.I'-0' FIBERGLA88 SHINGLES OVER `30 FELT PAPER FI5EI43LAW SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 OFF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING DETUJEENTRUSSES FIBERGLASS SHINGLES p� ✓yi ly m 31 CCC FIBERGLASS SHINGLES OR SYNTHETIC R90b.i) ON j' Ob$. PER STRUCTURAL DETAILS OVER — FELT P—M OR OVER s30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' COX SYNTHETIC PRODUCT, OR SYNTHETIC PER SECTION R906.LI PLYWOOD SECURED PER INSTALLED PER SECTION PRODUCT, INSTALLED ON O.S.B. BREATHING FASTENER SCHEDULE R90b.IJ ON J' OAA. PER SECTION RWbATWIN .i OR •CDX PLYWOOD PER STRUCTURAL DETASTIFFBACK AT ALLU�ILST8 PLYWOOD SECU"AT14NCs OR RED PER COX ON J. Ob$. SHEATHING 5/B' G7PSUM BOA OR;' CDX PLYWOOD OR 1/2' HIGH SECURED PER m' I' SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP TYP FASTENER SCHEDULE FASTENER SCHEDULE BOARD —REFERENCE MTL. DRIP EDGE oH. PRE-ENG WD. TRU88 aN. MTL. DRIP EDGE lu STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS `E PRE-ENG TRUSS SEE ENERGY CODE FORMS PRE-ENCs TRUSS CONT. 2x RAT RUN SECURED PER / G INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT FOR MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULSEE ATION R-VRGY C ALOESBss PER ELEVATION PRE-ENC* ae�u E TRUSS PRE-ENG. GABLE TRIES s I'-¢r WEEP SCREED JPER ELEVATION WEEP SCREED ss 2x FASCIA PER TYP. 2x FASCIA PER ELEVATIONS OA ELEVATIONS 15,/8' GYPSUM BOARD OR 1/2' R-4) INSULATION 2x P.T. SECURED STRUCTURAL DETAILS PER 2x P.T. SECURED STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFIESTRUCTURAL WINDOW ATTACHMENT BLAND MANUFACCE TURES SPECIFICATIONS PLASTER PLIENT RENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. IR' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED Or- STRIPS • 24' O.C. 1/2' THICK 2 COAT PORILAND DIRECTLY TO MASONRY 1� THICK 2 COAT CK IW�pOGp CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. CEMENT DA�BEBp C DIRECTLY TO MA60NRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR _ _ 0'-O' FIN, FLR 0'-0' FIN. FLR _ 0'-0' FIN. FLR. a 4e' a. n W/ WINDOW OPENING TYP. WALL SECTION a. W/ WINDOW OPENING TYP. WALL SECTION "1,f h B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4.12 A auumv. & LOT ABBOTT PARK LOT 10, BLK 10 PROJECT 04 81.00t-10101 MODEia 4EBB "1828—CALL" GARAGE awING: RIGHT PAGE: DETAILS 160 MPH E . C 4 1—STORY HIP BLOCK WALL (2) LAYER UNDEIRLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL , D1 SCALE. 3/4'•I'-V' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.1'-0' OF 402 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT ry MUST BE PER ASTM 0226 TYPE II, r� U ASTM D 486S TYPE IV, OR ASTM D ! 6i51 A AR NO 9o7xi DATE: 07/28/20 SCALE: 1/4"=1'-0" SHEET 00 D1 Im 2X0 P.T. • C@RER OF DOOR 14 EADER 610MD UV (U UP X 8' J-DOLT IW 4' MN. E78EDIMENT W/ 2' X 2' X VO' WIAOM 4 NUT OR W/ (2) V2' X 0' ANCHOR MOLTS W/ 2' X 2' X w, WANNER 4 NUT 00 e 8ECU4E 2x4 ON RAT TO SLK ® WV MA60NW NASA 2X6 6ARAW POOR 6CK 01== WIr (b) VY x 0' J-DOLT OR ANCHOR ® DOLTS, W/ 4' MN. E 111190 INT, W/ 2' X 2' X I/0' WAM4ER 4 NUT. (U WITHIN V OF TOP, (1) WITNIN W OF THE 87M, (x) EVMY SPACED. IN II m NOTED: ALL AMHOR8 814ALL SE N ACCOPDANCE TO MM{FACTURE" INSTALLATION NBTRUCTIONG U4iERE fi l NSTOLICTIeNA A! F xTmJ6lsrc GARAGE DOOR BUCK ATTACHMENT 4cAI.x. vr.r-r PWT La VX4' OR VXV P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE TWRiU FRAME 4 EXTEND I-Yi INTO BLOCK a W/ %' TAPCONS (MIN. SHAW SIZE .145 MIIlL HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5 • TO BLACK +3 4 OR +b 4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK 812E .146 MIN. LEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHN V OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO DL W/2- ' TAPCONS(MII'1 eANC SI 14b MIN. HEAD SIZEDbO MIN. EMBEDMENT 1 Y4 ) WITHIN 8. OF EACH END 4 g• CM IB' O.C. MAX SPACING. Jj- DRYWALL 2XS,m ❑ 1'X4' OR PXV P.T. NAILER SECURE BLOCK W/2-%. OOR CASING (MIN. SHANK 61ZE .14b MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MR EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V) DOOR JA103 TO BLACK +1-1 2" n 11BLIX)1f TO BLACK +1-1 ' " SCALE: N.T G. 2X4m SECURE TO BLOCK tW TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE "0 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL ZX IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-V NON-STRUCTURAL T)(s' TAPCONS TAPCON MR 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOOK MIN. HEAD SIZE 300 b, CMLI MIN, EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 1 18' O.G. MAX SPACING. 'X4' OR VXV P.T. NAILER 2XG-m SECURE TO BLOCK W/2-V&' 116' O.S.B. X 4' MIN. TAPC010 (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN' EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. IB' OL, MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED),') DOOR JAMB TO BLACK +1-1I�/ %1 wou)O1F TO BLACK +1-18/1a ALE: RTA. 2X4,m SECURE TO BLOCK W/ 1V TAPCONS (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN b' OF EACH END 4 NOTE+ STRUCTURAL 2X 18' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-6TRIUCV MN�1L (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. GMU WITHIN W OF EACH END 4 Jj• DRYWALL 18' OG. MAX SPACING 2X8m ❑ I'X4' OR VXV P.T. NAILER CUIRE SE�STO BLOCK W/2-i(s' CASING (MIN. SHANK SIZE JAM MIN HEAD 812E 300 OR JAMB OR WINDOW MIN. EMBEDMENT 149 TTAC 4 TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. ID' O.C. MAX SPACING NOTE: SWIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1//} Wff=W TOBLACK +2 1/4 U� : N.T . 2X4m SECURE TO BLOCK W/ �(►' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' MAX SPACING. MUST BE ON OUTSIDE 1 4X6= SECURED TWROUGH SECURE BLOCK W!J-11(r'TAPCON NON-BTftCTURAL %' MIN. I-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4) • DRYWALL WITHIN W OF EAC 4 END 4 18' O.C. MAX SPACING. ❑ X4' OR 1')2' P.T. NAILER 2X8,m SECURE TO BLOCK W/2-%' TAPCONS DOOR CAGING (MIN. SHANK SIZE SIZE .14b MIN. WEAD SIZE 300 MIN. EMBEDMENT I Y4.) DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 1 ATTACH TO 2X PER 18' OTC. MAX SPAciNa. MANUFACTURES DETAILS. xvlr4 A4RMW rowsJMat roexer paCix•! DOOR JAMB TO BLACK +3" ALL 11D=W TO BLACK +3" ALE: RT . 2X4m SECURE TO BLOCK W/ )(s' TAPGONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENTIY4) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m 8150AWD THROUGH SECURE TO BLOCK UU2-IJ(s' NON-STRUCTURAL TA000WMIR SHANK SIZE TAPCON MIN. I Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' CMU WITHINV OF EACH END 4 DRYWALL 18' O.G. MAX SPACING. ZXB:Is 1'X4' OR PX2' P.T. NAILER SECURE TO BLOCK U1R-%' ZX SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MENDER 145 WK2)12d WITHIN 8' OF EACH MIN. HEAD 817E 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN 8' OF EACH END l DOOR JAMB OR WINDOW 18' O.C. MAX SPACW-% TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F 1FDID011 TO BLACK +3" SCALE, N.T.B. 2X4m SECURE TO BLOCK W/Y4 TAPCONB(MM. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE. STRUCTURAL 2X UT14N W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING, SECURED THROUG-1 2X6,ms NON-STRUCTURAL IJis' SECURE TO CLOCK WA-1/4' TAPCON MIN. I-& TAINCONMMN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIR EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X84so El SECURE TO BLOCK WA-1/4' 116' OAS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J4S DOOR CASING MIN. HEAD SIZE 300 MR EMBEDMENT 049 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. xom 4:M Y rsssoo ro l'11T� JWf too xOr OC®x') DOOR JAMB TO BLACK +3-7/18' G ROMW BLOCK +3-7 16" E: N.TA. 2X4:m SECURE TO BLOCK W/Y4 TAPCON8 (MIN. SHANK SIZE 345 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X IW Oa MAX SPACING. MUST BE ON OUTSIDE 4 2Xi:m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL IJ(s' TAPCONB TAPCAN MIN. I-Yi (MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) 8• CM WITHIN W OF EACH END 4 V DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X84>c SECURE TO BLOCK Wl 1/4' ' P.T. X 4• MIN. TAPCONS CASING (MIN. SWANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IB' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4" H A K+33 4' E, N.TA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 —.andesigngrouµcom L AA 8: 0003325 }} 4 W�U BUDDIV J14 LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT# 04 81.000-10101 MODE1t 4EBB "1828-CALI" GARAGE 811ING: RIGHT PAGE: DETAILS 160 MPH EXP. C ROAD A. ABOUC ACRA AR NO 93723 , ppjNT DATIM 07/28/20 SCALB: 1/4"=1'-O" 8LHEET D2 APPROVED LAPPE D 6 uRAP �� SHALL 0E LPED A MMRMUM Q 4'x4' SELF-ADFIEIUING MEMBRANE 6 6' • VERTICAL LAPS (ROLL FLASHNG (COMPATIOLE I V HalSB ENDS) 16' • MORIZONTAL LAPS. UAAP MATERIAL) OYER 4' ALL 99" NEED TO OR TAPED LATH VERTICAL LAP TO BE I' APPROVED MOUSE WIUAP. NTH FORTIMER SEATMMG TAPE R.MMN6 TO EXTEND OXTO PIPE I I \ 1' OR u6e PIPE 6'F6. 6ELF-ADMERNti MRMORANR ! COAT CEMENT PIimpolw m CONTROL JOINT i- j' TMICIC PENETRATION PLA6HRU0 fCOFTPATIBLE uv HNouRR MATERIAL) OVM PLAN= OP CONTROL JOINTS T � \ PLASTER :` x ': I SELF-ADIERINS M6'ERME SIR WIRED TIED TO LATH • 6' \ WPM LAYER 9. PORTIFIEER / \ R,ASMING OVER APPROVED OC, MAX (VERTA NOTE,. DO OWLDMG PAPER / I• MI LAP • -1i LAM \ a AIWMO, tO E_ ONTO PEfE LN.D REAOAN BLVD NOT FASTEN CONTROL JOINT TO VIOU6E YAlARWALL EVEN IF 6TUD EXISTS D, FL 32750 BEYOND EXCEPT STAPLED V APPROVED FETAL LATH X X X 774.607E 6EaRUELft �GONTI6OL JOINT Y BE LIND TO TE'P AA6SI'°PODRE'fs(vERTJ OG MAX OtRUMG INSTALLATION �CUT AND OVERLAP a�E ofDR OF gng�Aom 1 Off AND OVERL ONE SIDE 00332E ulU6 LAYER a METAL LAta SELF-AON�N6 OF FA6tQER6 To OEM STUCCO URRAP I PLASIIMG •roc. nnx vRltrle,ALLY WOW SWATHING WIUO LAYER M, 3 COAT CEMENT iur. —L Sur. 7A PLA6MM6 ' STUCCO UAViP I �7 U M LAYER a STUCCO uRAP ,•• =^ () f .r• ,-.y. . . •• Y / FETAL LATH URE LAYER Q, PaOIFIBER %4 ""•k R'D, # URUD LAYER 4, FORTP wltE / URUB LAYER 4, POW NER DUiLDING PAPER PAPEROULOM \ BINLONG PAPER WRIS LATER FETAL LAPT 6'.6• SEEP-ADHERNG MEM IRANE STUCCO eIRAP FLA6HN6 OVER 4'x4' DFIVElt FEMBIRAIE Ton I INSTALL PA&TORMS (CUPS, FLAOR OVER APPROVED LAP SHALL NorFLA6HMG WOOD SHEATHING STRAPS,S T0�66l) Mom SAP. LA tOONT0el0U6 v ro r r• ro a• p6 AS n THROUGH CONTROL PIPE/ WIRE TO FRAIMM6 4 A4' 6ELF-ADMERMG FRJMORANE JONT6 OUT SHALL FL�(,,K, OVER APPROVED T. NOUN TIED AT CACM SIDE PER ASTM CIO6S T°IUONDR TX4 BLOCKNG r nN IJ.M .I la LUG TO ExfENo ONTO PIPE TAO.0 PLACED PLAT MAX 6' TO D'•LM FROM CONTROL JOINT URN N CONTROL JOIN PALLS ON r�PER LAP' CONT. BEAD OP SEALANT NOTE,\ \ FASTENERS FOR LAP A TO OR NLS OPC i 6TRI CTURAL STD r" SCALE. 1 I/)'.I'-O' INSTALL APPROVED FIQIBgIRAP AR _ STAPLES INCOMMIANCE UV ASTM C106D L SrILTRATION OAMMER OVER 2. WIRE TES TO OE (No. 0) OID4T6' VAR / 6HEATHMG BE AODfTI/ \ u4Ul� S I�PM PER PLAN C� FM16H I'ME TT YP U ALLL W...CtION) VERTICAL LATH p� 4 R 3 q O gykm• 6 b & PAPER DETAIL IIIOOD arms SECTION E SECTI VI`ON H PER SECTION EXIRbr WhNlO sad ollulstUtU NOTE, 6HEAT14MG EXt•Ior ese of Portland oemaht plaster SIDE LAPS OF METAL shell comply with the eppkaffm PLASTER BASES SHALL mquI a #s of ASTM C 92612A. OR SECURED TO BUILOSYs PRAMMG MENDERS. PAPER ✓M.1 InatelleWn MeaedarlaMrg and hereiog O M" TYPE CONTROL JOINT THEY SMALL BE Tshel TD !;IE �A' l cariply vAM ASTM C 106&12A. WITH E B-MM) STUCCO a�w • ��wTMR WIRE AT INTERVALS NOT MORE THAN 6'On-MMA AS PER ADTM C1063��•�A �2 �•«a•R•PIPE PENETRATION DETAIL (FRAME) ®� LCRRAM-K.• ® KIC KO UT IN wm"IRo, TEARS HORIZONTAL LATH N.T.S. DETAIL MAY OR PATCHED TEAM MAY 18 PATCHED & PAPER DETAIL IlI/F10USE YAR4I• TAPE PER MA UP. SPEC OR POLL PEEL 1 STICK 4 • OL„C,a„p4,o• ® :FOLD wlw,PCA ; WOOD SHEATHING OR CM PT. A i xetaw.ln.s O'°a'w•�'° �WR8 LAYER'M, •OlaAse. Pf.a awsAtll. PCC Y STUCCO WRAP (FRAME ONLY) 4. FOLD PT. C EVER PT. ' 'y a MI. Tcumm Tet'P)t4YR THICK• 3 COAT CEMENT PLASTER (F,CEMENT PLAS ER)( ICMU) GOAT LEGEND METAL LATH (FRAME ONLY) • a'.LAP WRB 4 TAPE OVER DRAINAGE PLANE CURB ' R_�o_ Fn_lldi L Sr_a�Fn LATER 101, STUCCO WRAP) tIW. FOLD. Qa '} lnteur. i. Tom, COLT z 5'Xb' 'L' TYPE CONTINUOUS WRB LAYER 1Y2 (FORTIFIBER MASTER MPAMA""M "'A&M(aW mAT NAIL O ROOF DECK, NOT BUILDING PAPER) UAB LAYER, FORTIFIOER m WALL SHEATHING) BUILDING PAPER eRN•E ONLY) 9W LATER at CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X 6Tucco uRAPERAne wan INSTALL WITH ROOF CEMENT BUBDM Se LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT* 04181.000-10101 MODEL: 4EBB NN1828—CALF" GARAOE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LAP OAR %*TALI.0 #A.# QOtILDP ILNI6R. STOP 'iA"°�,' •. STUCCO F- •• \ �I or 66 WALL MASHM y I ROOF CEMENT ROOF PER ELEVATIONS WOOD SHEATHING KIIIIIIIZIIIZIA _ KZK-M N-40 G (M T{� SELF—ADHESIVE FLASHING \ NOTE: METAL LATH: LATH TO BE PER SECTION 1ST U'gR.A 9MM TtlNT 4AL (•!O OR R103.1.1 / ASTM C — 84-1— 0S, MIN. 2 B LBS. FPRU4T sN.+su ROOFsto ttaBOT as Roop . OWm0e,'Q P,. """1G10N' PER SQ. YARD (UTILITY OR NOMINAL DATE: 07/28/20 8CAUM1/4"=1'-0" WWATMM .CAI LI FAACU l•T.P PASMf'°`""� NN NN L LATH DOES NOT MEET SPECIFICATIONS) e><tEET 5 FLASHING N.T.S. ��T /� Y Y t'1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO P, TOSIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. (v• SELF ADHESIVE ON42JENCE OF FLASHING TO ISE, L 2. SROES. TOP OVER TOP 4 SIDES BOTTOM. 3_ X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING OF SEALANT AT TOP AND FLASHING LAYER -1, SIDES ONLY. SEALANT IS TO BE UNIT STUCCO WRAP TOOLED SO AS TO DEFLECT I WATER AWAY FROM JOINTS, LAYER 4, FORTIFtBER 1441 N. RONALD RFAGAN BLVD '. X. E-Z BEAD ALL AROUND PREMANUF. DRYER BUILDING PAPER LONGWOOD, FL 32750 i VENT -APPLY SEALANT ALL VENT CAP (SET IN FETAL LATH PH: 407-774-6078 i� JOINTS AND INTERSECTIONS CONT. SEALANT) D -FIM&4 FAX:ao7-7744078 BA(-KER ROD r APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO CONSTRICTION . yf * WOOD FASTEN TO WOOD STRICTWa01- www.abdosigng.roup.com AA N: 0003325 ON ALL BIDES,Y4 CAULKING a JOINT AL AROLk1D SEALANT • a, cru MEMBER T oc RU4X TOP t SIDES I PER SECTION R703.7 eScMrrt® R ROD E)derlor IWBrhra and plan Exterior use of with the the a cement plaster snail comply with application 6 B DRYER VENT (BLOCK) 4' — AB, requirements of ASTM C 926-12A.. 6' WIDE STRIP SELF SIVE tiASHe4C% 4' u ADVEEAN IX_ Installation of exterior lathing and framing shall comply with ASTM C 1063-1L_J1 MASONRY BEFORE APPLYM?' Wf✓ZD LAYER 9, , "�'- 'x' TEXTURED STUCCO LLRAP HOODED VENT BUILDING PAPER FMtaN r1ASONRY (: OVER 'QUICK FLASH' HORIZONTAL WEEP SCREED I' J' THICK, 3 COAT CEMENT PLASTER (FRAME TO BLOCK METAL LATH tiD ULAYER °2, FORTIFIBER PIPE THROUGH MALL BUILDING PAPER WOOD SHEATHING w cq, kok 6 b DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) e' BUILDING PAPER U NDER 'QWCK FLASH' WRB LAYER h, iA CUT OPENING IN STUCCO WRAP 477 APPROVED HOUSEWRAP FOR BOX INSTALLATION 0 A VENT PENETRATION SCALE, N Tb. wRB LAYER 7, STUCCO WRAP CUT 'X' INTO SEMBRANE FLASHING MEMBRANE FLASHING APPLY SELF -ADHERING 1 WOOD SHEATHING MEMBRANE R BOX AND OVER APPROVED WRB LAYER °I STEP #1 STEi� #2 APPROVED BE BELOW WRB LAYER °I, ELEC. METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT 9 APPLY bm MIN SELF-ADHERINCs NO MEMBRANE _ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE A D OVER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER WRB LAYER R, FORTIFISER CAVITY TO BE FILLED STEP 1*3 BUILDING PAPER WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE CUJRB BASE SEALANT AT POINT COATING OVER LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES STUCV. FINISW (SEE TOYP, CAL WALL aysD:v ea LAT: ABBOTT PARK LOT 10, BLK 10 PROJECT# 04 81.000-10101 WODZU 4EBB " 1828-CALI" GARAGE 8 IMO: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C OVPLYER E-MINE e.e.e o SECTION) UJR5 LAYER 62 (FORTIFI5ER - - - - - GRADE •D• METAL LATH BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT SEALANT ATDALL METAL LATH x x—x—x t 1 COAT OF PAINT W/BACK- OE�B ° ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND A SELF-ADHESIVE FLASHING - — — — - DISCONNECT STEP #5 STEP No � 9372' NOTE: DAL 07/98/20 ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT acALE:>./a°=i'-o• O R103.1.1 / ASTM C-541-0% MIN. 2.5 L155. O PENETRATION PER SQ. YARD (UTILITY OR NOMINAL Is>KEaa' LATH DOES NOT MEET SPECIFICATIONS) WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATH[Wz SELF-ADHESIVE FLASHING — — — — WOOD CONOTR=TICN DErOND WOOD OHEATHNG DA MPt �OIOTIVE DAMIER4010TIVE -LAP ./�t-d"�V'V VEA OIDM6 ce6. R PLAS14M 6 � �T ER IQW6TIVE OTARMIg STRIP \ �DD.41 THER M816TIVE O6'-ADWERING FLAAMING TAL GALVD M�TAL — 'r ILAOIING 'r FLASHING uir3oD6.IwI8 ATUMP•IR 'CASM on V / \ / X0' TED � TRM MIMDER ORGAP WOCAULKINQ APPROVEANOEAL T CABINS SIDING TO STUCCO BLOCK TO FRAME TRANSITION DU CODS TI!'OTI°N WOOD OHEATNNG URATWMR IN!lOIOTIVE UNA"M WSISTIVE SCAM 4 DAB FLAGWNG \ DMRIY�ER �OIOTIVE STARTER STRIP / `\ \\ WEATWElt IW616TIVE `• y PLMHNG-ADVIRMG \ GALVD MEfTAL FLAGWING� •_• PLASNING illk!� an HAIR 7m"" PER ELEVATION / HARDIE TIQ" PER I ELEVATION AL GAP \y / ING OR APPROVED SSE T \� y wAa SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA O: 0003325 S = l4 m a aunD:e. ag MmT ABBOTT PARK LOT 10, BLK 10 PROJECT# 04181.000-10101 moDzu 4EBB "1828-CALI" GARAGE 911ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DluHT 'I ATX', 07/28/20 BCA X: 1/4"=1'-0" m*=mT WA4 00 2x6 SUB-BANb W/i'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK DRIP EDGE d\ 1\ 1/8' TEXTURED I \ FINISH a WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \\ METAL FASCIA \\ WRAP Y6' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \ 1/8' TEXTURED FN1614 • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH lll METAL FA6CIA WRAP AP WOOD SHEATHNG OR cm UPW LAYER -1, 0,TUC,= WRAP(FRAME ONLY) ILRB LAYER 12, FORTIFIBER PAPER - --- (FRAME ONLY) am 2X6 SSAND ROOFING CEMENT DRIP EDGE © FLAN 5 METAL KICK OUT `\ NOTE: NOTCH FOR 2X& \ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, I' OFF WALL \ (NOT INTO STUCCO) ®ELEVATION - I1/8' TEXTURED FINISH a+ / WOOD, 1/2' TEXTURED / FINISH m CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT i WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I4*x4' NOTCH o END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3 SUB BAND DETAIL ® WALL W /KICK -OUT iME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT g ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 000332E m a [BUBD2V as LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT* 04181.000-10101 MODZU 4EBB "1828-CALI" GARAGE SWINO: RIGHT PACE: WALL ASSEMBLY DETAILS: SUB -BAND %160 MPH EXP C I D � 07/28/20 scALE: 1/4"=1'-0" 8HEET WA6 39'-R" 3'4" 36'-2" 3'-6' 01.0_ SLAB • I — —FM-12X12 — — — — i — _ — — FM-12X18— — — — ill I O1 4' CONC. F� wt SLAB w fli ILL a +-31/2 1%0• LF-24X24 lI 111 10'-0" 10 1.1 / i r 1 FM-12X18 EXTEND I 1.1 SLAB 1 1/2" 4" PVC 111 CHASE��J �l li I it ll ll ll ll 'I .I �p'A• ll i I TOP OF SLAB � � I /, xl IIi� LL I I I' If I I ll I' I If ll If I• I � I i5 ill f ll LL ll Ij I li ll I. ll ll / 1 W-W 5'-0' 0 15'4r ll I' _ TEA — I IN "2'-8" 17'-8" 5 3,-0. I ~I N �I 1 11 LAB 1 1/2 2 14 CON[. �( FM-12X18 SLAB awl 1.1 11or31/2 l 34 10 `-- o LL 2 71/2 L 1.1 FM-12X18 1.1 J 0 FMG12X18 FM-12X18 FMC-12X18 4 4 1.1 1.1 10'-2" S-10' 2'-8" 16'-W 2'-8" 21'-4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = T-W 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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, [!INDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6. W1.4XW1.4 OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY, MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG E-1 8" SEE PLAN la, -Tires + 0"-0" FM-12X,2 12' CONTINUOUS 12' - O Oft + %w FM-1208 12" CONTINUOUS IW (2)#Ss (+)9-T FM-,6X18 7- CONTINUOUS 18" - s + '-0" FMC-12X18 12" CONTINUOUS 1 " - s #5 IN CURB VARIES -70'-4" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroupcom L AA 11: 0003325 � rr z 1�i CS � g� M 3F3 b tl0 ik�ke 6 BUDDIV. de LOT: ABBOTT PARK LOT 10, BLK 10 Pno"=T* 04181.000-10101 MODIOU 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATE: 07/28/20 SCALE: 1/4"=1'-0" C1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED } STEEL REINFORCING IN GROUTED _ . >v rr'e v CELL SEE PLAN FOR SIZE AND Q ^ ll CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS s v • v 0 Q SPACING REQUIREMENTS m t - r� GARAGE DOOR m W U W lv. RECESS m� ey < FM •, g� 0 00 i 8' CMU WALL O rn 8" CMU WALL , . CORNER BARS, SAME SIZE AS LARGER BAR II I w w B' c 2 IN FOUNDATION WITH 30" LEG EACH W U m +- 0,-0, WAY AT ALL CHANGES IN DIRECTIONSTOP rl TOP OF SLAB OF SLAB ... - SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS •� • CURB FOR EXT. PORCH SLAB °• �.�. SEE SLAB SCHEDULE BAR SIZE 48 SAR DIA. 4" CHAMFER (1 STORY) •y EXT. PORCH SLAB -VARIES SEE SLAB SCHEDULE TOP OF GARAGE I>I •, ILL v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7' s AT ELEV: "p WI 1/2" ISOLATION ,� _� JOINT (WHERE . 6" CHAMFER (2STORY) #4 Y4" W/ 1/2" ISOLATION 4" CHAMFER (1 STORY) L� 6' CHAMFER (2-STORY) APPLICABLE) Z SEE SCHEDULE #5 3U' JOINT (WHERE #?—� EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE iM� 3S APPLICABLE) ? ° FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42" iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" n 2 @ GARAGE SCALE:34"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" —­_­� LAP TOP PLATE A MIN. OF 48" 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 BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W I 2z4 OR 24 WOOD BEARING PROVIDE BLOCKING WALL W! SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ 5YP No 2 STUDS SEE 2" CAPPED GALVANIZED PIPE >�> NEW REINF. BAR O a. SECURED W! 2- PART K No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE 1/2"W" WEDGE ANCHOR W/2" PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. W/FLANGE SASE 0. g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO � s( 8", UNO — PLATE EPDXY 5-1/2" EMBED. MIN. 18" OC SLAB W/10d MASONRY 4 Q O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. F. NAIL 16" O/C STAGGERED. 0_ _ SPECIFICATIONS FOR y BTM AND TOP PLATE ADDITIONAL METAL USE AND I ANCHORS WI 10d x 1 1/7' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4)1/4" X 2 1/4" F=- m PREPARATION OF L7 HOLE. COMMON NAILS FILL ALL REQUIRED WHEN NO UPLIFT IS PRESENT. X TAPCONS w HOLES, DO NOT USE 10d W x 3" SEE SLAB SCHEDULE K SEE SLAB SCHEDULE a a ,QQ TOP OF SLAB " TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) °.�� ° . •�: .�.r.- �� EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3a=1-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:3/4"=1'-0" (W/ UPLIFT) SDALE:3/4"=,'-0' (NO UPLIFT) SCALE:3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING .� WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT, PLATE TO 0 } t PROVIDE DBL. TOP PLATE SLAB WItOd MASONRY NAIL Lou 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT lx N REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) 6" CMU FILLED CELL (TYP.) - TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING I ,I• _ SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z Z — - m MINIMUM EMBEDMENT INTO TOP OF SLAB n • f "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX • POURED MONOLITHICALLY WITH ° .� ` — — FOUNDATION AND SLAB SEE SCHEDULE �- SEE SCHEDULE 3 . WXD/ BAR SIZE FOR FOR WxD, BAR SIZE BAR AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO FOUNDATION WOOD WALL AND COL. PAD �� BLOCK WALL CONNECTION D��LINT�ERIZOR, (NO UPLIFT) &2002TDItN�G SCALE: 3/4"=T-0" 1 SCALE: 3/4"=1'-U' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 W W W.abdasigngroup.com L AA #: 0003325 jig,: io is swan►" a� r oI' ABBOTT PARK LOT 10, BLK 10 PROJI11=0 04 81.000-10101 MODEIa 4EBB "1828-CALI" GARAGE BW 1JG: RIGHT PAGE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 114" = T-0" d N. RONALD REAOAN 81 LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abdosigngroup.com AA A: 0003325 m b Btmz)m ae LOT ABBOTT PARK LOT 10, BLK 10 PROJECT# 04181.000-10101 MODM : 4EBB "1828-CALM" GARAGE 8WMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C L ` -.#A NO W723 j r TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUtEO 80ND BEAM VARIES PER ELEV. - Z d 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 - PH: 407-774.6078 FAX: 407-774-4078 www.abdaslgngroup.eom AA N.,000 3325 #5 BARS ■ 5 a CLEAN OUT REQUIRED FOR INSPECTION tD ED e 0'-T FIN. FUR. °- TIE ERREBAR TO HORIZONTAL • o REBAR W/ 10" HOOK umo i 5� b b BAR SIZE 48 BAR OIA. ��c Z w #3 16' O Q ARE NOMINAL SIZESNS 42" • MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0 HORIZONTAL/VERTICAL Fk-,- 1 REINFORCING _alli SCALE: 314"=1'-0" Z STEEL REINFORCING IN GROUTED g0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS U 4. o tail Z 8" CMU WALL m TOP OF SLAB q TOP OF SLAB SEE SLAB SCHEDULE W qa EXT.PORCH SLAB m m Lu q �4" CHAMFER (I -STORY) Fn 8 .. q WI 1/2' ISOLATION S" CHAMFER (2STORY) JOINT(WHERE i APPLICABLE) Z MATCH STEEL REINFORCEMENT 6" PVC CHASE PER SCHEDULE 6" PVC CHASE THRU FOOTING euumv. ag LoT ABBOTT PARK LOT 10, BLK 10 PROJECT: 04181.000-10101 xoaEU 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. C THRU FOOTING .- #7 42" 1 MATCH STEEL a t SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3�4"=1'-0" � �1 1 W17 D TZ 07/28/20 8CALE: 1/4"=V-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 WI (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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 ENGINEERS REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" • x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE OZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (w) SIZE w*1 REINFORCEMENT STIRRUPS REMARKS T. T. TOP FT. MID SIZE SPACING BSI MASONRY 3000 8xB (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8• PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH MH 1r"0 e»Is muss erlals artfe W.6 WON .8 "49 ent-» moles arts M e#ans TYPE LENGTH BlM ROMU TYPE LENGTH_•sa, errlr e4117 snap eF1rf7 I ene27 Iermtr vlart axft w24a7 ene-fr emar aPeatt am 3'd (42•i PRECAST z231 aaa 37» eta MR ew mf 1m1 3'd (4T) PRECAST t023 1024 1696 9'd (42') PRECAST tw aw asM 4304 mm olm 70m aos um ol/a 7M m4 ImM Itm Im am am 4m eam Ma 70e1 4'd (46.1 PRECAST 1906 feet Vol mo 4mo smt 7w e107 rd (497 PRECAST 765 786 1309 rd (4V) PRECAST 1m an m0 agile 4mo em a» 2m 4m Mu »m w4 IOM Itm tm Zm aa0 7e» 4M em an 4'-0• (64-) PRECAST INS tm 2fto aM mull 4w elm wf 4'd (54-) PRECAST 692 501 1073 r-0' (54') PRECAST I- as 2M ale 4m 47ft em 210 4s» Mta Ten e02 SmM t,m Iw xw Mo am 4m 4711 ale Si• (64� PRECAST 1217 1m 143B 1w iw Ma aw 42M 6'i' 1647 PRECAST 411 111 716 9i' (M') PRECAST ion 171 a» ml am mt 4m2 we 3m Not ?w 1 tote the u» 2ue am 3W 4m r-10' C7D9 PRECAST 1062 11m 1173 1w fm Nola ame M» V-10• CM PRECAST 340 330 616 s-1a (70') PRECAST w 1 3M emr aw 4fa wt m2 4m 7149 7tM em m too, ma fw am mo 4fa rd (769 PRECAST 906 tm 21" Ma m1 a»r 4m mt (Tn PRECAST W7 721 490 8'd ('6') PRECAST w 1 / aae m1 eN /m 2177 am eam SM mum6'd w 11M Sea as I 2M 1 mt 2712 rd 190) PRECAST 743 loll Im 2m xm as sM m7a On PRECAST 424 694 968 Td (9P1 PRECAST av am p11 t7a am 3w SM e4a 0472.rd », tm SM 1 as 1 24M 1 mr I am 94' 11 PRECAST ( 664 w Im Isms MIN am ate am Yi• (112� PRECAST 9T6 612 280 9'i' (112� PRECAST em 7m t1 14M let 21m xm m tm ion aM Mee am m m tau na I "a 1 >m 2m ( 23� PRECAST lad 1 N6 m w tar 2aa V" 2mms 10'd (126� PRECAST 264 401 t60 1Pd (726� PRECAST w w m ltea 14M 1 2M1 m Iw Im am 2»t me4 m M IMP 1472 IMm fm au IT-r1 ( PRECAST m w im INS NU at27 4WD4» 11'i• (t86') PRECAST 280 482 16i 114' (136� PRECAST m m Tom 127 1N tm m m time Isms aka mu4m 4% m iolk, ta» "a IMe nm 17d (144D PRECAST 327 No m 1104 tm 21m 2aae w2 IZW (M-) PRECAST 244 402 IV 12'd (144') PRECAST 470 4m ra m f 1 — w e» fa4 Im 2/a 2m m2 470 w m 1m f f 2m 19'i• (160") PRECAST 2B6 4n Ta /o» 14a iw a16 am IV-4- (160•) PRECAST 217 824 i10 1ST' (760') PRECAST 41e m em is m 1 t 4n 7a I= 14a fm 2m sam 4a w 7a Ila 11 7a7 14'd (166� PRECAST 279 {M m iw toll tw fta 2m trd (IWI PRECAST 206 293 tOD U'd (16" PRECAST m m w M. w In 4m m im 1m fm a1A m0 410 40 7n 1w 1 f Ism iV-r (176) PRESTRESSED RR M M M M M M M 14'd (IM PRESTRESSED N.R. 2% 91 frd (170') PpE611�8ED w 246 m w w No o» w m f sn 1e 1131 17M w m fm tNk am at7 as 184' (184') PRESTRESSED N.R m1 m, M M M M mt 18i• (164') PRESTRESSED NR. 259 63 164• (iM, PRESIRE+98ED m m afa w w I No j W. No 7a M7 1 412 n0 iw I= am m 2 2ma iri• (2DB•) PRESTRESSED N.R. M M mt M M M M 1Ti• CODS') PRESTRESSED N.R. 794 M 1Ti• (20B') PRESTR�BED 1m IN m m 40 m W. m m WK. 7a tat M M» w w m Im 1em tm am 194• Mn PRESTRESSED NR Nat IN NR M mM M 194• Pr PRESTRESSED N.R. 148 62 194• Rffi'1 PIifiQ7Rl338� to to m m m m awew m Mf em w loll m 4a m tom 1m Me Iiu "n,•4. Mn PRESTREM NA M M M M M RR M 21'i' MnPR68TRE88ED N.R. 126 42 21W On PRENIR� 1/2 1m a4 m w a» m w 4a 721 m m a0 1040 No w w w 1iM iw im 22'd 124<9 PRE81R688ED NR M M M III M M M 27d 12�7 PRESiI✓ D N.R. t18 40 22d Gw� PRESTRESSED M IV 7m m m m m eta w w e1e m m w w 314 m 7M lop tm faee 2rd ( PRESTRESSED N.R. M M M M M M M �,-0" PRE81 N.R.91 Al 2rd (266� PRE81RE8SED SM 124 f» m a7 319 m as so m m 7m w NO to m w m m tm taa (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#)THE REDUCTIONS NUMBERS IN FOR GRACE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES' BY CASTORETE PAW 2015 EDITION • PRECAST PRODUC78 BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PROOIICTS ARE TO SE INSTALLED PER VAK FACR,RES SPECIFICATIONS - PROVIDE MOIR" 4.OF SEARING PAST EACH SIDE OF VA DOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 164126.03 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. IL- — — — — — — — - r -� I I L_—___J 8RF14- 1T/OMI08 LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com L AA S: 0003325 1 rr� 61 m o b 6 tMDIV. as LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT#a 04181.000-10101 MODELa 4EBB "1828-CALM" GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C PRINT — DATS: 07/28/20 OCALE: 1/4"=1'-0" sHEET 2 #5 CORNER BAR W/ LAP FOR EACH COURSE OF BOND BEAM M VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-D" NOTES TO THE INSPECTOR/CONTRACTOR TYR S"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m �_-1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 'k- \,\���� PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"x16" 5. Q COURSELOF BOND BEAM IS OMITTED AND A LINTEL IS PLD THE DOUBLE BOND BEAM COINCIDE WITH A LINTA ED. THE SEL THE OT EOM BOND BEAM J� REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 61 1#5 / A TOP OF THE LINTEL. \\Q 6. LIND COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8 _`FAG 8xl6 DBL- BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM • /\O g EACH COURSE G 8x8 BOND BEAM TOP OF • Q�G�\a W/ (1) #5 BAR BOND BEAM F Q F = FILLED W/ GROUT "(\AQ U =UNFILLED GROUT SOLID FROM TOP \Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BONO BEAM, IF FILLED LINTEL, BEAM COURSE SEE NOTE 5 NAL�16-1 T/ 1 �/c B LNOMINTEL PRE -CT A6O�NRCR�>E HEIGIHTT # OF #5S, TOP LENGTH OF BAR = WIDTH OF MASONRY BOND BEAM COURSE ORE"'NG-2" BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT OR �f THAT XFXX- iTA # G SCALE:34"=1'-0" M/OB INDICATES A DOUBLE BOND BEAM OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE ANDXFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1TliM/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED01 LINTEL OF OPENING AND XUXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SI.145 MIN WINDOW SIZE 300 MIN EMBEDMENT01 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 3 2x6 (MIN 2 X 3) 2.3/16 TAPCON . ll4' PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW Z! SIZE.145 MIN HEAD SIZE .300 SILL Z. MIN EMBEDMENT 1 I/4")8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1.1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION Y SCALE: 1 1/2"=1'-0" FRAMING DETAILS 5ARCHWAY r SINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM 1 CHANGE CHANGEIN ELEVATION OF BOND BEAM d N. RONALD REAGAN B1 LONGWOOD, FL 32150 PH: 407-774.8078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 i b EUDDIV. de LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT 04181.000-10101 MODRIA 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH EXP. C A. A NO F'PiturrDAPE: /2 07/280 SCALE: 1/4"=1'-0" SKEET s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)100 x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngtoup.com AA #4 0003325 A 1 � fil GI co C kp 6 sUBDIV. ae LOT: ABBOTT PARK LOT 10, BLK 10 PROJECT# 04181.000-10101 MODEL: 4EBB "1828-CALI" CARACE 9TI MC: RIGHT PACE: FRAMING PLAN %160 MPH EXP. C DAT�l7"" 07/28/20 SCALE: 1/4"=1'-0" smz=T s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" 0/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A.(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 1 TO HTSM20 W/1010d TO &(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)1/4" x 2 tl4" (12)16d x i }" NAILS TO TRUSS SHEATHING (9)10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DEL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER, PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(I) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 1 Od x 3 }" NAILS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6", 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL )114 10d TO TRUSS AND x 2 1f4" ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM HORS" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) g1" x 5" TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER 2x SECURED WI (3) i6d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH tx2 SECURED WI 10d TRUSSES 24" O/C. 1 z2, 2x WOOD FASCIA (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W! (3)18d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (16) SOS }" x 3" Ix2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (i PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF 3 L GIRDER CONNECTORS) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d G EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING WI 10dxl/2 HOG NAILS SEAMS) 0'-W TO W-W (1) -W BRACE 0 EACH END. TOTAL OF 10 39-1" TO 69-0 (3)'W BRACE SECURE PT. PLATE PER NL (1)'X' BRACE @ CENTER / 1 TO BILK W! FLOOR (2)'OC' BRACE DIVIDED EQUALLY ANCHOR BOLT W! 2" BOLT W/ GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END, WASHER SET IN HIGH ,S)R'0'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" * SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER ELEVATION 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE P.T. P>� WI 12d's 8" STIFFSACK (AS PER 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH G. BOARD rn U a: MAY NOT BE (2) iOd's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2} F a 1— REQUIRED TO BE INSTALLED @ 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO TO SLAB & (18) l6d x SE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING 2-112" NAILS TO POST., BOND BEAM WALL WI SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM, PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. . 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER . MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF .4 -im 8 -. c 10'-0" O/C MAXSECURED Wf (2)10d DEPICTED SEE PLAN EACH BLOCK WALL W/ GABLE END COMMON NAILS AT CHORD INTERSECTION TYP. 7 BTM. CHORD BRACING 6 PRE-ENG'D TRUSS SCALE:314"=l'-0' GIRDER/WOOD POST CONNECTIONS SQALE:3'"=''"' FLOOR TRUSS CONNECTION L.B.W. 4 SCALE:3/4"=1'-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4"D ID HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER < 2/5'D SOL. 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 (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE Fr THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5"D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING NOT USED NOT USED 1 AND BORING LIMITS ILI 9 O 10 SCALE: 314"=V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-7748078 FA)C 407-774-4078 www.abdesigngroup.com AA #: 0003325 M z 44 F b b Li TO BUBDIV as LOT ABBOTT PARK LOT 10, BLK 10 PROJECT# 04181.000-10101 MOD=- 4EBB "1828—CALI" GARAGE STaNG: RIGHT PAGE: DETAILS %160 MPH EXP. C VTCR SPACING (1) AT EACH END 2z4 BLOCKING BETWEEN TRUSSES VTOR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0- (1) "X" BRACE �jII 30'-1- TO 60'-0(3) -X- BRACE PRE-ENG GABLE TRUSS �1 (1) "X" BRACE 0 CENTER "X" y1 (2) BRACE DIVIDED EQUALLY ST ATALL 2z SUB -SAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH UPRIGHTS (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFAVALUFLOOR U- SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2z WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1z2 SECURED W/ IDd SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12"O/C AND APPROVAL SECURED W/(2)12d's@,I PRE-ENGINEERED - MASONRY BOND BEAM EACH TRUSS ALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG'D TRUSS � SCALE: N.T.S. W/ HIP RETURN SCALE:314"=l'-V PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-V O.C. (AT O 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 FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT, PLATE TO BLK , WI TRUSS PLAN W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2z8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED WI (2)10d's EACH TRUSS TO BE INSTALLED @ I V-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL32780 PH: 407-77443078 FAX 407-774-4078 www.abdeslgnVmp.com L AA M: 0003325 6 fgp 6 b 4 8V8DIV. & LOT ABBOTT PARK LOT 10, BLK 10 PROJZCTp 04181.000-10101 MODEIA 4EBB "1828-CALI" GARAGE awtxG: RIGHT PAGE: DETAILS 160 MPH EXP. C q L A A" ROOF WIND DESIGN PRESSURES NET (GRLSST___7MrF7-7r__ ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- OAS ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RINGSHANK, 21/2" OA20" 170,000 RING 1ER RINGS SCREW SHANK I ER INCH) 8d SCREW SHANK 21/2" 0,120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .- TOP & BOTTOM EDGES .. O Z J 2 U is � y a ¢ aZa S 0' N Z u) Z� iDO za a LU Qe a2 C) D) d a `v Z It Q Z W 7 U LU a�a � d LU W a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS ROOF SHEATHING c a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` Sd RING SHANK GUN NAILS G 12" O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.B..jN FIELD J\ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUM81NG AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 661 EDITION ACI 31SA4, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630613/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR AL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Pat 20 psf TOP CHORD-rwn-DD ;cue t 10 pef BTM CHORD-rwn-conwnnt DEADLOAD DEAD LOAD 16 W TOP CHORD 20 Psf TOP CHORD Q Pat W/ ASPHALT SHINGLES) (10 pat W/ No GYPCRETE) 10 pef BTM CHORD 5 PST BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opef BALCONY LIVE LOAD 60 Pat STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED •160 MPH 3. SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY IO LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: l0psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20PS1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40W, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 60psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40pef SHOP DRAWING REVIEW. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC, ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 Pat. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 85% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 134657. TREAT ALL SOIL FOR TERMITE PROTECTION. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. PROVIDE 8%AR2 EIMMED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE 3PF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4l ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. R, - 11DO PSI AND A MODULUS OF PROVIDE6 PROVIDE BILL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S1A830HfiROI#ID WHERE INDICATED ON MEMBRE. POPINCHESTANG ELASTICITY = 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE R CONCRETE BLOCK SWILL BE SEAMS UPPED SEALED WITHRRI E PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE TOLS OF 0.25 PCF OF A BORATE TTTED FORMWORK: CORR080RATEDTETTRAHED ALLNDOT). WOOD FOR STRUCTURAL USEPRESERVATIVE THAT SHALL BE TR FORISODIUM ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W1 DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD, EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBR 2017, Sin EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP #2 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W! THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI SPECIFICATIONS, AND STANDARDS R CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' 07 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: 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 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN. FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-/4, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:. AND "TPVWTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR SEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT 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 WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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. "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PUNS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, 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 MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm =1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALL$ TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS, ROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED All A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kal FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B. Fy = 46 kal. STRUCTURAL PIPE SHALL BE ASTM-5i3, GRADE B, TYPE E OR S, Fy - 35 MI. TUBE AND PIPE 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONTRACTOR OTHER BOLTS BOLTSWITHWASHERSUNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Sd- PRIOR TO THE ADDITION OF PLASTICIZER OASTME WITH25-N IN BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COWLYWRHALL THE REOUREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED 70 THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): & FOR CONCRETE EXPOSED TO EARTH MAYOR WEATHER 1412'FOR#5AND SMALLER Y Fat #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/B' FOR SLABS, WALLS AND JOISTS i-1@" FOR BEAM AND COLUMN PRMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPIICATDN elE TTPE SPgCx10 PEIMPo(9 APPLICATDN 9� TYPE 9PACEJG REWRIQ: 14 PT FURPoNG TO CASE HAROENEO Wl GARAGE DOOR BUCK 1N' OIA igPCON W90MY CO/C IVY I- D MASONRYICONC. NNL 111T LONG. abC TO MA90NRTIWNC. NO WASHER FASTENER 11/1"ED19T, GE DIET SGD,AL. E., DOCKS , SEE NOTE a CASE HAROENEO COx IUA 11?LONG. YO'C STAGGERED WINDOWIWO(U FASTENED HMO xV 9OFatYwONC. GAUGE DOOR DUCK TO Mt90NRYgONC. VY —1 WASHER E%PANSNIN BOLT N'bC PEMBE A -ENO Y EDGE MST. WINOON BUCK GABS HARDENEDCOa role WINDDWi —FASTENED METAL STR 1 CONTACT THIS ENGINEER FOR SPACING 1x PT, GEE —G .1111IYLONG. STAGGERED INro UASbdRYrCONC. Masowavl tout. REQUIREMENTS EXT.SWBJGDOOR BliCK 9t PT, SEE NOTES (l1YHro. NO WASHER RAPCOM PASTIER 18`CD IVY ELBED,TEND. DIST., I1 EDGE pST. NON BE/.RINGWCOD WALL TO CONC. SLAB V?• E.;:i, 1 PEMBED.PEIO W/WIENER BOLT YP bC OEI1.,3'EOGEbST. 3OW BUCK G.138'PAF nt iPo' B'bC PEN.. DIST„i1R' NOTES PT TOSTEE9TEEL COL., GEE WIWABHER STAGGERED EDGEDWTtm 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND! OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME OIAMETER AS SPECIFIED HEREIN 6. 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 HAILED AND 2z MEMBERS ARE SECURED W/ TAPCRS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FIL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 A r � �8 ZZ S rrp fh�p G atMD:v, as LOT ABBOTT PARK LOT 10, BLK 10 PROJECT* 04181,000-10101 l[oaEr� 4EBB 131828-CAU" GARAGE SW MG: RIGHT PAGE: DETAILS 160 MPH EXP. C l" NO 9972'd I Dw1'E. 07/28/20 LNCALE:1/4" 0- mT SN >l z3c,2,s�Ft