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HomeMy WebLinkAbout1511 W 16 StA CITY OF SANFORD III BUILDING & FIRE PREVENTION x PERMIT APPLICATION L,il�lliiu�, JUN 0 1 201 Application No: Doc uinented Construction Value: $ t Job Address: /� ��r 1 �'} -_listoric District: Yes ❑ No •0 Parcel ID: �j S f �' -- �' U 5 / O UO --,06S;O Residential F1 Commercial ❑ Type of Work: New O"Addition ❑ Alteration ❑ Repair ❑ Deino ❑ � ❑ ❑ Change of Use 1Vlovc Description of Work: 11e (,v }" 1 f1 c� ,i e- � C -t w, 1 YA \' m Plan Review Contact Person: , �� v+-�,+rti_ ,�%l(� �,,- - Title:_ Phone: fJy � fax: --- Email:1AGL J'A u t\ U �� n ry t✓. 4r C) y Property Owner Information Namer9 r�/,y; r •�i 1�, � Phone: �""—�—� D A`'-7 Street: 4�y-� ��1,�, /� C�r�v� �., -, Resident of property? : 0 City, State Zip: Contractor Information lA Name Phone:�� Street: fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company:, Address: Mortgage Laender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NO'T'ICE OF CONINIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE FIRST INSPECTION. 1F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A"T"TORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCEMENT. Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws renulating construction in this jurisdiction, 1 understand that a separate permit trust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F'BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`1 Edition (2014) Florida Building Code U✓ - / 3C Parks - -Revised: Juice 30, 2015 �� � � �� � Pcimit Applicalion Ld Z- 0 V) w 0 KLP SDS DESIGN SERVICES Tim Perry 235 S. Maitland Avenue, Suite 216 Maitland, Florida 32751 Phone: 407-947-7549 CEG, Civil Engineering Group, Inc. Eduardo Avellaneda 2480 E. Michigan Street Orlando, Florida 32806 Registration # 40040 COA #27213 1511 W 15TH ST. CODE COMPLIANCE AND CERTIFICATION APPLIES TO NEW CONSTRUCTION ONLY DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPHI ULTIMATE WIND SPEED - 140MPH 2, RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS REFERENCED r■i_ 2014 FLORIDA BUILDING CODE 5th EDITION, RESIDENTIAL 2014 FLORIDA BUILDING CODE 5th EDITION, PLUMBING 2014 FLORIDA BUILDING CODE 5th EDITION, MECHANICAL 2014 FLORIDA BUILDING CODE 5th EDITION, ACCESSIBILITY 2014 FLORIDA BUILDING CODE 5th EDITION, ENERGY CONSERVATION 2014 FLORIDA FIRE PREVENTION CODE 5th EDITION UNIFORM FIRE CODE NFPA 1, 2012 EDITION UNIFORM FIRE CODE NFPA 101, 2012 EDITION LIFE SAFETY CODE 2012 EDITION NATIONAL ELECTRICAL CODE 2011 RECORD COPY 'INDEX REVIEWED FOR CODE COMPLIANCE W0 CS COVER SHEET PLANS EXAMINER �. -trp A -O FOUNDATION PLAN DATE A-1 FLOOR PLAN SANFQRD BUILDING NAS -1 Ni A-2 ELEVATIONS A PERMIT ISSUED SHALL BE CONSTRUED ro 13E A LICENSE TO PROCEED WITH THE WORK AND NOT A A-3 "� E L E V AT I `.d N S AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL E 1 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEI ELECTRICAL ('" [� LANRELHE BUILDING OFFICIAL FROM THEREAFTER QUIRING A CORRECTION OF ERRORS IN PLANS < CONSTRUCTION OR VIOLATIONS OF THIS CODE M-1 MECHANICAL PLAN i— COMPACTION TEST P-1 PLUMBING REQUIRED S-1 ROOF PLAN Results to Yif'n attSlab Inspection D-1 DETAILS:r��lp,,>I D-1-1 DETAILS < w\DIA/G SANFORD OFPA RA -O' #16.1558 Ok to construct new single family home. The undeveloped parcel is a lawfully existing undeveloped parcel of record located within the MR -2 zoning District and meets the minimum lot area and setbacks for parcel of record. S KLP SDS DESIGN SERVICES 235 S. MAITAND AVENUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 ---------- --- W0 t JON 18)1 Z S KLP SDS DESIGN SERVICES 235 S. MAITAND AVENUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 ---------- --- W0 J U- OLd Z d Q LL ..� U) Z < 07 TLL- i— rO vJ L0 L0 w a v).� Q < Job No. P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN REVISIONS COVER SHEET s C OLd W I-- a.0Ld Q d (n Q M Q TLL- Q: w a v).� Q < a _ -- ;o w N Job No. P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN REVISIONS COVER SHEET PLUMBING NOTES 1. COMPLY WITH STANDARD PLUMBING CODE AND ALL OTHER LOCAL CODES 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUN PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE 1/4" FALL. 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. 10.WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING VALVES ARE UTILIZED. (WASHING MASHINES, DISWASHER, ICEMAKER) FOUNDATION/MASONRY NOTES CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION. 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER 6MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. 7. 1, IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX. 2. IF STEM WALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX AND 1 #5 HORIZONTAL @ 24" O.C. IN U -BLOCK IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD 8. TYPICAL- FILLED CELL WITH 1#5 6'0.C. MAX. AND AT EACH SIDE OF AN OPENING 9. EXTENDED FOOTING 4" FOR 4" BRICK/STONE VENEER ADD CORRUGATED (GALV.) WALLTIES. 32" O.C. HORIZONTAL SPACING 18" O.C. VERTICAL SPACING 10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 11. IF FILLED CELL WITH 1#513 MISSED RETRO 1#5 IN SLAWFOOTING WITH 6" EPDXY EMBEDMENT MIN 25" LAP 12. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 13. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 14. ANY CMU WALL ABOVE 12'-0" MUST HAVE ADDITIONAL CONT. BOND BEAM MAX 10" FROM FINISHED FLOOR 15. NO WOOD GRADE STAKES ALLOWED A/C AND POOL EQUIF THICK MIN. 0 I 0 n 0 00 I 6" 8'_0" _..__ 7' -4 - DF F r 0" m NJ Job No. NJ 0 J �- I------------------- c -------------- f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ I I U) I - ® I I I I I N�ZC9. <WOTL, 5-16-2016 G I I I I (0 I I I I I I ' ' I wuZ I I I I I I ■ �O VJ I I I I i r r Lb I I I 1 (:4 p I I I � I I I I I I � I I I I j I ® I 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6x6 10/10 WWM ((� OVER EMIL VAPOR BARRIER OVER i ■ I �� CLEAN COMPACTED TERMITE I -------� 1� ---- I TREATED SOIL I I m i I i 1 I I I I I F ----------I I - j i I I 6'-O" 1.-9. I I I I �-I- 1� I I I I I I I _ I F� T - it I i xll 1 1 I I I I I 1 oto to pl i 1 I ■ I I j I ■ I I I I I I I I __ � T I I I I I I ■ ■ I � I I 1 I 7 I �D1 I I I I I 0 I I 1 I I I i I I 08-24-16 I ■ 2 t0„ 3' 0" 3._0„ I 1 I -- ' - �7 I D1 I o I p� m I I I I i I I Q i ■ I ao I I I I I ■ I ,- l I I I I i I I I _ I I 18'-8" I i t— 8" j j RECESS 3/4" (TYP.) I L-- ---------- i 1--------- ------------ ---------------- ®rtillp ■ I 0'- 6' 3'-811 6'-10° 6A .� 16 P _0" U1 r - a -o m I a I I ■ I I I I I I 13 -0 -78'� io D1 D1 B� -FOUNDATION PLAN 1 /4"=1'-0" C7 CD I C3 ol) NIS WILD/47G, SANFORD G�nART M�`a AUG 2 J 2016 S. s I(LP SDS DESIGN SER4ICES 235 S MIRID AME, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Scale: AS SHOWN FOUNDATION PLAN Job No. REVISIONS 0 J �- W c 08-24-16 W O ❑ LL U) Date: - U) N�ZC9. <WOTL, 5-16-2016 G (0 Q) wuZ �O VJ r < r r Lb 7 (:4 p Scale: AS SHOWN FOUNDATION PLAN Job No. REVISIONS P8605 0 W c 08-24-16 �Qw � QUO cp p V� O vUj.0�'� Date: - W N�ZC9. <WOTL, 5-16-2016 G Q) wuZ w LE_ O J 7 (:4 p Scale: AS SHOWN FOUNDATION PLAN Job No. REVISIONS P8605 08-24-16 Drawn By. CS Date: 5-16-2016 Scale: AS SHOWN FOUNDATION PLAN 2014/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5-TT•I EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EX"T"ERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY'TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC;R301.2(2) C� EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR-TAS202. FBCR 20'14 5TI-I EDI-T'ION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/-35.1 PSF DESIGN REQUIREMENTS CODE COMPLIANCE AND CERTIFICATION APPLIES TO NEW CONSTRUCTION ONLY DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V-13 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL 51'f I EDITION ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 140MPH 2. RISK FACTOR 11 3. WIND EXPOSURE - CATEGORY (C) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2014 5TH EDITION R301.2(2) SEE WINDOW AND DOOR REQUIREMENTS AREA CACC 1 ST FLOOR AREA 1,615 S.F. GARAGE 451 S.F. ENTRY PORCH 269 S.F. O TOTAL SQ FT 2,335 S.F. CD 0 I I---- CA 7 c 8'-0" 7'-4" 7'-0" Tri !�,H 7r CH 9r cu 'C cu FLOOR PLAN 1/4))=1'-0't i 0 N E n 0 C? 1 4 0 Q I 0 OFO .415 - 1 558 s KLP SDS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN FLOOR PLAN u C O W F-- (3 W IF— (f) O 11) Lj (Z) 00 LL z fr) W J'C� Z_J 0 = LL. U) 0 I-- <9.c7 U p 0 L0 N W r Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN FLOOR PLAN u C O W F-- (3 W IF— (f) 11) Lj (Z) 00 fr) wN J'C� Z_J 0 = LL. <9.c7 p 0 N W Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN FLOOR PLAN ELEV. B'-0" 8"X8" CMU COLUMN - STUCCO FINISH ELEV. 0'-0" SHINGLE ROOF FRONT GIIT ELE`:%r,T1011 OL ELEV. 8'-0" ELEV. 0'-0" _ I — — — ELEV. 8'-0" ELEV. 0'-0" STUCCO FINISH SHINGLE ROOF ELEV. ELEV. 1 STUCCO FINISH -LEFT ELEVAT�ON v, SHINGLE ROOF RIGHT I ELEVATION J REAR ELEVATION 2014/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2014 RESIDENTIAL 5TH EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENTTESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2014/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2014 5TH EDITION 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF _L S p D KLP SDS DESIGN SERVICES 235 S MAIIEAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 o Lit I- L W -:Q�-W C) Lt- cfl d N c ILLL z4zQr� w� NJzJ U) Q W C/) o:Q¢zo L) 0 U) W < 0 U) ® r - o Lit I- L (7 c -:Q�-W co cfl N c z4zQr� w� NJzJ ;. o:Q¢zo L) 0 W < Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN ELEVATIONS UMATERIALS 1 - f'c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. f grout = 3000 psi wl maximum 318" aggregate, 4. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength =1900 psi, 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. UGENERALNOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L1180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 USAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-112". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. a. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. s. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. e. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by a, For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH MAY BE USED TO SEPARATE DOORS AND WINDOWS FROM TRANSOM ABOVE. TOP PRECAST TO BE SIZED PER PLAN. ANY RECESSED LINTEL MAY BE SUBSTITUTED FOR A STANDARD LINTEL OF THE SAME CONFIGURATION. ELECTRICAL LEGEND Mark No. T SURFACE MOUNTED LIGHT WEATHER PROOF RECEPTACLE WALL MOUNTED LIGHT �'7 GROUND FAULT RECEPTACLE 6' 212" 2'8" 312" 4'0" 416" 57" 6'2" T0" 610" 9'2" 10'0" 117' 12'0" 12'8" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 228" != QUADRUPLEX RECEPTACLE RECESSED HIGH HAT 5413 5604 4383 4538 220 -VOLT RECEPTACLE vW LTJ RECESSED VAPOR PROOF LIGHT FLOOR RECEPTACLE ' SURFACE MOUNT FLUORESCENT FIXTURE RECESSED FLUORESCENT � BREAKER PANEL FIXTURE n ��"-J1 ELECTRIC MEfEH ® HEAT LAMP/ EXHAUST FAN COMBO 904-- 1128 1170 6033 MAIN DISCONNECT PANEL MOTION FLOOD LIGHT 4028 4120 491 687 1 DEDICATED DISCONNECT PANEL JQ J UNCTION BOX LJ-' EXHAUST FAN ROUTED HIRE Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. � TELEPHONE JACK V�.5(, TRACK LIGHTING FIXTURE 0 2009 TELEVISION JACK -UJ. SNITCH 1554 1591 4V 3 WAY SNITCH INTERCOM (— ' ° SECURITY SYSTEM '''v 4 WAY SNITCH 1356 1389 1421 •11;" CHIMES LO-' DIMMER SNATCH (� OT -O PUSH BUTTON -GARAGE UR OPENER THERMOS rAr -O PUSH BUTTON -GARAGE DR OPENER O TIMER RELAY -CO" TIME SWITCH s10 SMOKE DETECTOR .a0. WEATHER PROOF SNITCH O CARBON MONOXIDE DETECTOR A' DEDICATED RECEPTACLE 740 775 1 801 GARAGE DOOR OPENER DUPLEX RECEPTACLE 110/120 5WICH ACTIVATED RECEPTACLE L--= PADDLE FAN GENERAL ELECTRICAL NOTES THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/11. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING ROOMS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2011, GROUND -FAULT CIRCUIT INTERRUPTER FOR PERSONAL 210.8 BONDING OF OTHER SYSTEMS 250.96, AND TO HAVE TAMPER-RESISTANT RECEPTACLES. ALL SMOKE DETECTORS & CARBON -MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2011 NATIONAL ELECTRICAL CODE U -Precast Lintel (8"x8", filled and unfilled) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. Nominal Clear span TotalNo Lintel Size Fill Filled Filled No Steel (105 (2)#5 A B L-2 L-3 LA L-5 L-6 L•7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L 16 P.S. L 17 P.S. L-18 P.S. L 19 P.S. L-20 P.S. L-21 P.S. L-22 P.S. 6' 212" 2'8" 312" 4'0" 416" 57" 6'2" T0" 610" 9'2" 10'0" 117' 12'0" 12'8" 13'4" 14'0" 16'0" 18'0" 18'8" 20'8" 228" 2'10" 3'6" 4'0" 4'6" 5'4" 5'10" 6'6" 7'6" 814" 9'4" 10'6" 11'4" 12'6" 1314" 14'0" 14'8" 15'4" 17'4" 194" 20'0" 21'4" 24'0" 6191 -1845 8122 5413 5604 4383 4538 1952 2927 1732 2597 1292 1937 1122 211JI 224T_ --T4R— 1865 932 623 1051 6868 7023 989 1236 1281 904-- 1128 1170 6033 4546 4649 4753 4028 4120 491 687 3382 3460 408 377 186 2548 2607 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 2" Recessed Door Headers (8"xT, filled and unfilled) Total Allowable Superimposed Load - plf Mark No. Nominal Clear Span Door Size Width No Fill Filled No Steel (1) #5 A D-1 D-2 D-3 DA D-5 D-6 D-7 D-8 D-9 2'-4" 2'-8" T-10" T.0" 3'-4" 4'-4" 5'-4" 6'-4" 8'-4" 2'.0" 2'-4" 2'4" 2'-8" 3'-0" 4'4" 5'-0" 6'-0" 8'-0" 2612 3917 2235 3351 2084 3125 1952 2927 1732 2597 1292 1937 1076 1589 831 1367 623 1051 INTERIOR PANEL 22,000 AIC 150 AMP 120/240 V NEMA 3R 30 CRKT. INTERIOR I EXTERIOR 2" PVC 2-2/0 COPPER 1- #4 COPPER GRND U -Precast Lintel (8"X16" composite) Total Allowable Su erimposed Load - Pounds Per Linear Foot W Mark No. Nominal Clear Span Total Lintel Span Filled (1)#5 T&B C (1)#5T(2)#5B D Filled (2)#5 T & B E L-1 L-2 L-3 LA L-5 L-6 I.7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 (P. S.) L-17 (P.S.) L-18 (P.S.) L-19 (P.S.) L-20 (P.S.) L-21 (P.S.) L-22 (P.S.) I 116" 2'2" 2'8" 32" 4'0" 4'6" 52' 6'2" 7'0" 810" 9'2" 10'0" 11'2" 12'0" 12'8" 13'4" 14'0" 1610" 18'0" 18'8" We" 22'8" 1 2'10" So" 4'0" 06" 5'4" 5'10" 6'6" 7'6" 84" 9'4" 10'6" 11'4" 12'6" 13'4" AV' 14'8" 15'4" 17'4" 19'4" 20'0" 21'4" 24'0" 12374 12591 12867 8488 8680 8871 6868 7023 7178 5772 5902 6033 4546 4649 4753 4028 4120 4212 3382 3460 3538 2908 2975 3042 2548 2607 2666 2215 2267 2319 1918 1936 2009 1749 1790 1832 1554 1591 1628 1438 1473 1507 1356 1389 1421 1395 1448 1512 1326 1376 1437 1153 1197 1250 1019 1057 1104 980 1017 1063 880 913 954 740 775 1 801 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 2" Recessed Door Headers (811x14", Composite) Total Allowable Superimposed Load -Pounds Per Linear Foot W Mark No. Nominal Clear Span Door Size Width Filled (0)#5o,ilAH B Filled (1)a5T(t)459 C Filled (1)#5B,(2)#5T D D-1 0-2 D-3 DA D-5 D-6 0-7 D-8 D-9 2'-4" 24' 2'-10" 31-01, T-4" 4'-4" 5'-4" 6'-4" 8'-4" 2'-0" 2'-4" 2'-6" 2'-8" 3'-0" 4'-0" 5'-0" 6'-0" 8'-0" 7980 8199 8426 6790 7015 7168 6320 6539 6642 6018 6124 6288 5391 5432 5631 4956 4049 4198 3138 3267 3340 2650 2755 2855 2026 2078 2130 150 AMP ELECTRICAL RISER DIAGRAM Q08-24-16 C 1� 08-24-16 RANSFORME'R JER COMPANY GFI/V L-9 C L-16 ' C L-20 c ELECTRICAL & LINTEL PLAN 1 /4"=1'-0" O-SANFORD 558 S P D S KI -P SDS DESIGN SERVICES 235 S. lIN1LAND AYBUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 v c W CcJ Ln ('7 (Y) a L c Q: Q ry W (V CL W < Q) - W v c a .. M LL1 c Q: Q Z d ZCV " W O T LLZ' w, �-� ( 01 UQ'gO; C) QV c WC)l/7¢w �¢��a, r �, 'a T.,,. � Job No. REVISIONS P8637 08-24-16 Drawn By. 'FKP Date: 8/6/2016 Scale: AS SHOWN ELECTRICAL_ & LINTEL PLAN AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAIN LINE ACCUMULATE WATER. NOT REQUIRED IF A SECONDARY DRAIN PAN IS USED. 12" EXTENSION PIPE WITH THREADED CAP AT EN VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEANOUT AT LEAST 1" ABOVE FLOAT I SWITCH TRIPPING HEIGHT, IN - ECONDARY DRAIN. 4" PROVIDE AS CPVC OR COPPER WITHIN PLENUM RETURN MECHANICAL CLOSET. ---kJ U-� __---PREMANUFACTURED TRAP AT LEAST 3" DEEP, WITH CLEANOUT IS ACCEPTABLE. CONDENSATE TRAP DETAIL SECURE CONDENSOR UNIT AS SFIOWN- W/ 2 - 3/8"x1 7/8" WEDGE ANCHORS 6" THICK CONCRETE PAD (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" - "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD A/C CONDENSOR UNIT SHROUD COVER (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD V SEE AHU SUPPORT BASE DETAIL AHU DETAIL GALV. STEEL OR ALUMINUM DUCT MADE WATERTIGHT. STIFFENERS MAY BE INSIDE. /CAULK WEATHER TIGHT SLOPED ROOF fAT THE JOINING OF THE PIPE AND THE COLLARED ROOFCAP, CONNECT DUCT INSIDE COLLAR AND SEAL WITH FOIL BACKED TAPE. NOTES: ' 1. PRIME COAT AND PAINT TO MATCH ROOF COLOR. 2. PROVIDE FLASHING AND COUNTER FLASHING. 3. PROVIDE BIRD SCREEN AND OMIT BACKDRAFT DAMPER FOR BATH EXHAUST USE. EXHAUST ROOF CAP DETAIL IL' CONDENSATE DRAIN LINE F 11 DRY WELL DETAIL 22 GA, 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN DIRECTION 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF - TRUSS I 1"X 2"X 1" CHANNEL 24 PVC PIPE EARTH 1" ROCK PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE STRAP WRAPPING 8FT MAX UNDER DUCT AND 1" ATTACHED TO TOP CHORD OF TRUSS. AT LEAST ONE HANGER PER DUCT TRANSVERSE JOINT 14" 1 \ 22 GAUGE ANGLE 4"X 2"X 2" S FOR DUCT SIZES .S MATE :PLANS )N HANG FLEXIBLE DUCTS WITH 1-3/8" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS SOFFIT DUCT HANGING DETAIL DVTW 8x14 175 CFM 8x14 175 CFM 12x12 6" 6" R/A I 8X8 4 WAY 4x8 100 CFM„ 50 CFM 4 C� 8x �-- 1755 CFM 50 CFM EXI-IAUS FAN 16” 6.. 10" - 10 12x12 8, R/A I i X1 I 8x14 175 CFM 8x14 o 175 CFM 6" HOOD VENT no THROUGH ROOF g I PAN iRY -- — — — a -- —' J El IE5x10 12" 100 CFM 5.. 10" 4 !48 �M08X8 2 WAY 100 CFM 6" 12x12 R/A 8x14 150 CFM I ------------------- ------------------------- H PdII.-CI'AGIIC;AL PLAN KLP SDS DESIGN SERVICES 235 S. MARAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 HVAC DUCT (RIGID u- FIBERBOARD) ®, C 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF - TRUSS I 1"X 2"X 1" CHANNEL 24 PVC PIPE EARTH 1" ROCK PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE STRAP WRAPPING 8FT MAX UNDER DUCT AND 1" ATTACHED TO TOP CHORD OF TRUSS. AT LEAST ONE HANGER PER DUCT TRANSVERSE JOINT 14" 1 \ 22 GAUGE ANGLE 4"X 2"X 2" S FOR DUCT SIZES .S MATE :PLANS )N HANG FLEXIBLE DUCTS WITH 1-3/8" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS SOFFIT DUCT HANGING DETAIL DVTW 8x14 175 CFM 8x14 175 CFM 12x12 6" 6" R/A I 8X8 4 WAY 4x8 100 CFM„ 50 CFM 4 C� 8x �-- 1755 CFM 50 CFM EXI-IAUS FAN 16” 6.. 10" - 10 12x12 8, R/A I i X1 I 8x14 175 CFM 8x14 o 175 CFM 6" HOOD VENT no THROUGH ROOF g I PAN iRY -- — — — a -- —' J El IE5x10 12" 100 CFM 5.. 10" 4 !48 �M08X8 2 WAY 100 CFM 6" 12x12 R/A 8x14 150 CFM I ------------------- ------------------------- H PdII.-CI'AGIIC;AL PLAN KLP SDS DESIGN SERVICES 235 S. MARAND AVENUE, SUITE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 u L W Li I- n' w u- ®, C 0 LL U o) �z�N W U e Q>F-U Q,Qg0 U) O Qa 0 ® V_ Quj¢O u L 5 0 Li I- n' w rn O C Q0F c o) �z�N U e Q>F-U Q,Qg0 Qa 0 0 V) < < 0 CD Quj¢O Job No. REVISIONS PB605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN MECHANICAL PLAN 2" PLUMBING NOTES 1. COMPLY WITH STANDAI CODES 2. COORDINATE WORK OF 3. PROVIDE A MINIMUN PI' AND SEWER LINES. LINI 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS. 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. 10.WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING VALVES ARE UTILIZED. (WASHING MASHINES, DISWASHER, ICEMAKER) n 3" VTR t0 -2 WAY AN OUT TO EXISTING SEWER LATERAL 1" PVC SCHED 40 WATER SUPPLY L IB #16-1558 KL S RP SDS DESIGN SEM ACES 235 S. MAIIAND AVENUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P8605 Drawn By: Cs Date: 5-16-2016 Scale: AS SHOWN PLUMBING PLAN J W w F-- ! w a m ;, T pt c0 w om LL r r' �) CV Z J v .> Ld LL. ❑ U- UJ U) z < Lu W O F_ QD U ❑ Job No. REVISIONS P8605 Drawn By: Cs Date: 5-16-2016 Scale: AS SHOWN PLUMBING PLAN J a o 0 w F-- ! w a m ;, T pt c0 w om r�WO0W - CV z N r r' �) CV Z J v .> Ld LL. w0V)w t oLK J UJ Lu Job No. REVISIONS P8605 Drawn By: Cs Date: 5-16-2016 Scale: AS SHOWN PLUMBING PLAN Strong -Tie LOADS FASTENERS SYP SPF SIMPSON CONNECTORS FASTENERS WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1810# LSTA24 10-10dx1 1/2 2 -PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-2500# LSTA36 12-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12 U-840# U-730# 14-10dx1 1/2 605# '12-1Od SP4 28-16d GIRDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS20 U-1680# U-1460# 585# 2 -PLY 10-10D RSP4 315# WOOD TRUSS TO WOODTRUSS = (1) HUS26 U- 1390# H2.5A 14-16d 535# R-10000# H 10A '1140# WOOD GIRDER TO WOOD GIRDERTRUSS U- 3415# H10A-2 58-16d 2PLY TYPICAL = (1) HGUS48 '18-1 OD X 1 1/2" HTT5 4350# 3740# R- 7890# ABU 44/46/66 2200# U-595# U-510# 18110# CONVENTIONAL FRAMED JOINTS = (1)-A35 R-595# R-510# 12-8dx1 1/2 FOR MISSED (1)HETA20 USE 1 HTSM16 1-U-1175# 1- U-1020# 4-1/4" X 2 1/4" TAPCON FOR MISSED (2)HETA20 USE �2� HTSM16 2-U-2000# 2- U-1800# & 10 - 1 OD'S PER STRAP k UNLESS OTHERWISE NOTED 12 -'IOD X 1 1/2" (3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 OR (3)- CS16 STRAPS Strong -Tie SIMPSON CONNECTO LOADS FASTENERS SYP SPF LSTA12 925# 7959 '10-10D LSTA24 1235# 1235# 18-1 OD LSTA36 U '1640# 24-1 OD SP2 1065# 605# '12-1Od SP4 440# 380# 6-1 OD X 1 1/2" SPI 585# 535# 10-10D RSP4 315# 285# 8-8D X 1 1/2" H2.5A 600# 535# 10-8D H 10A '1140# 1015# 18-1 OD X 1 1/2" H10A-2 1245# 1070# '18-1 OD X 1 1/2" HTT5 4350# 3740# 26-1 OD X 1 1/2" ABU 44/46/66 2200# 1-5/8" X4" ANCHOR 12-16D HETA20 18110# 9-1 OD X 1 1/2" MGT 3965# 3330# 1-5/8" X4" ANCHOR 22-1 OD MTSM16 860# 750# 7-1 OD 4 1/4"X2 1/4" TAPCONS A35A 595# 510# 12 -'IOD X 1 1/2" IM��O Strong -Tie 1� UPLIFT FASTENERS CONNECTORS LOADS d n' to 0 Al FRAME 2-MTS12's BEAM TO POST (SEE ALT D1) ABU44/ABU66 POST TO SLAB/ BOND BEAM 1680# 28-16d 12-16d/ 5/8"ANCH. MIN 2" SIDE COVER TO EDGE OF SLAB 0 U 2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE STUDS AND 1- HTT5 TO SLAB/ BOND BEAM 2900# 48-10dx1 1/2 r z W FRAME - W 18-16d/ 5/8°ANCH. '. <,QIa Q C.M.U. - 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d w ca vt ! <t C.M.U. MGT TO BOND BEAM 22-10d/ 5/8" ANCH. FRAME MGT TO INVERTED HTT5 ON POST 11/1 4 4200# '� X'T N PO V ) WITH 5/8" THREADED ROD W HTT5 POST TO SLAB/ BOND BEAM 32-16d/ 5!8"ANCH. L Lo7 2- STRAPS-GIRDER/BEAM TO LOWER AB BEAM/HEMME ADER W/ MIN. 2- JACKS AND 1 -STUD 48-10dx1 1/2 W/ MIN. 3- LSTA24'S TO STUDS (EACH SIDE) 2900# 18-16d/ 5/8°ANCH. BEAMS AND 1- HTT5 TO SLAB/ BOND BEAM TO EACH SIDE OF BEAM. KLP DESIGN SERVICES OR ITS P.E. WILL BEAR NO RESPONSIBILITY FOR ERROR IN TRUSS DESIGN OR MANUFACTURE THE BUILDER AND THE TRUSS MANUFACTURE ARE TO REVIEW QUANTITIES, BEARING HEIGHTS AND DESIGN LOADS BEFORE MANUFACTURE. TRUSS MANUFACTURER/CONTRACTOR TO VERIFY THAT TRUSS GIRDERS HAVE MEMBERS OR WEBS DESIGNED TO ACCOMMODATE HOLD DOWN HARDWARE 1 -HET "o I W ROOF- LAYOUT 3/16"=1'-0" 1-H ETA20(TYP) IR +. aAjNFORD O� A's1R��r(` #1 1 558 KLP SDS DESIGN SERVICES 235 S. NNiLAND AVENUE, 9AIE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 - u c � 0 0 LLJ I n W Q d n' to 0 c LL- r. 2<C r0 W 0 U LL � r z W W '. <,QIa Q w ca vt ! <t W T_ '� X'T N PO V ) W r L Lo7 u c � 0 0 LLJ I n W Q d n' to 0 c to, W r Nzd-zN r. 2<C r0 U < � ,F-2 . '. <,QIa Q w ca vt ! <t o '� X'T N W Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN ROOF LAYOUT LAB W/ 6x , — 8„x16” CONC. BLOCK 0/10 W.W.M ASSUMED GRADE OR FIBERMESH 8" MIN _ #5 DOWEL W/ LAP 25" MIN. LAP 2 #5 BARS MIN 25" L �TTE — - 6 MIL VAPOR �- 1�'I IN BARRIER CLEAN, COMPACTE TERMITE TREATED —� FILL 1 SINGLE STORY BLOCK FOOTING DETAIL 16" X 20" VARIES FII � * : F—ASSUMED GRADE —' 8' MI 2 #5 BARS MIN 25" LAI „ MIT T 6 MIL VAPOR r p° III BARRIER CLEAN, COMPACTS TERMITE TREATED — FILL 16" 3 SINGLE STORY BLOCK FOOTING DETAIL tr GARAGE 16'X20 1/2" DRYWALL 2x4 STUDS 16" O.C. 2x4 P.T. BOTTOM PLATE CONTINIOUS VARIES _ L_ S MIL VAPOR BARRIER CLEAN, COMPACTED 10" (1) #5 RE -BAR W/ 25" MIN. LAP TERMITE TREATED FILL TYP. WALL SECTION C7 NOW BEARING W/ STEP DOWN loll X 81, — (1)#5 REBAR CUNT. 2 8" CMU TYP. N p z s — I 6 MIL VAPOR —, BARRIER CLEAN, COMPACTED 16 (2) 95 RE -BAR W/ TERMITE TREATED 25" MIN. LAP FILL TYP. WALL SECTION INTERNAL BEARING STEP DOWN 6A SINGLE T RY os -z4-16 CMU COLUMN W/ 1#5 A Os $, 1 #5 CONT 8" MONOLITHIC THICKENED EDGE 10 8" X 8" PIPE TO HAVE MINIMUM 6" COVERAGE TOP OR BOTTOM 2 #5 W/ 25" OVERLAP SEWER PIPE #5 (SEE FOUNDATION PLAN FOR QUANTITY) PIPE TO HAVE MINIMUM 6" COVERAGE TOP OR BOTTOM #5 (SEE FOUNDATION PLAN FOR QUANTITY) MIN. 8" SLEEVE PIPE MIN. 2 SIZES LARGER I I I 1-1 THAN PIPE I I �I ° ° MIN. 8 MONO FOOTING SEE FOUNDATION (2 PENETRATION DETAIL 3" MIN 1 #5 GUN"f 4, Lj 8" 1 STEP DOWN THICKENED EDGE ROOF SHEATHING WALL SHEATHING 1/2" CDX PLYWOOD OR 7/16'• OSB 1/2" CDX PLYWOOD OR 7116" OSB FOR 7116 OSB- 24" MAX SPAN BLOCK NEEDED FOR 7116 OSB 24" MAX SPAN BLOCK AS NEEDED FOR HIGH WIND VELOCITY ZONE 2.5"X0.131" RING SHANK GUN NAILS USE MINIMUN 19/32" CDX 6" O.C. EDGES & 12" O.C. INTERIOR GRADE 30X30X12 CONC. PAD :''.pO: -irk. 12" MIN. W/ 3#5 EACH WAY " B) MONOLITHIC THICKENED EDGE WITH COLUMN PAD LJ 01 08-24-16 4'-0" 4'-0" 4'-0" 4,-0" ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. 2.5"X0.131" RING SHANK GUN NAILS ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6' O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 4" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOFEDGE TOP CHORD BLOCKING4'-" O.C. MAX. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEA7HING - SPACING - ROOF ECE \ HEIGHT #2 S.Y.P. Q I O © O HEADER SPAN @ EACH END ® RIDGE Q SIZE 12'-0" 2x4 SPRUCE FIR END I © Q © P 1 1 (2) 2"X8" ® Y l� IDC 2X WALL FRAMING ®' ' POURED LINTEL CONT. 8" CMU 'a ; (TYP) FILLED (3) 1/2"X8" ANCHOR BOLTS OR 5/8" X 8" WEDGE ANCHORS CELL o `. W/ 2"X2"X1/8 WASHER AND (TYP.) p NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR *TO FILLING. EXT. FRAME WALL TO BLOCK WALL CONNECTION FOR INTERIOR BEARING FRAME WALL TO CMU USE 1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/2" EMBEDMENT \ SILL PLATE � i• GRADE LINE GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. 1/2" DRYWAL PRESSURE TREATED SHIM DOOR FRAME TO BLOCK ,-THRESHOLD BELOW -EXTERIOR DOOR 8" CM ANCHOR DOOR JAMBS TO TYPICAL # 5 VERT I MASONRY WITH TAPCONS Q1/4 RND. X MIN 2" GROUTED CMU PENETRATION INTO C.M.U. CONT. CAULKBEAD AND 1 1/4" INTO PRECAST THRU DOOR FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT JAMB AT EXTERIOR DOOR N.T.S. 1/2" DRYWALLSILL BELOW ALUMINUM/ VINYLWINDOW 8" CM III I CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU PENETRATION WITH TAPCONS RND. X MIN 2" PRESSURE TREATED SHIM INTO C.M.U. AND 1 1/4" INTO PRECAST CONT. CAULK BEAD THRU WINDOW FRAME 6' FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. GARAGE DOOR TRAC PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH 112" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMSMEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUM. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA. 40 MIN. 2, PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/0-224 G-90 ZINC COATED MIN 26 GA. 5. PRE -PAINTED DRIP EDGE'r0 BE ASTM A 755 6. VENTILATION OF ATTIC,RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2014 5TH EDITION CFIAP R8U6 BUILDER TO VERIFY LOCATION 7. SECURE CONDENSER UNIT WITH 1 /4"x3" TAPCONS C,S8"O.C. MAX AND (2) AT CORNERS. 8. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN Q 8'0,C. 9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUCI-I OPENINGS. SCREWS'f0 PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS. 10, STUCCO TO BE 518" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2014 5TH EDITION SEC. R306 13. (3) OTUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST. MAX REACTION OF 4600# 14. NOTE ALL BALCONIES TO BE TILE W/ GROUT IN MUD SET OR LIGHT WEIGHT CONCRETE OVER SEAL 0 FLEX WATER PROOFING SYSTEM OR PEEL -N -STICK ON 3/4" SHEATHING NAILED AND GLUE TO JOIST 15. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 16. ATTIC ACCESS REQ. 22"x36" W/ SWITCHED LIGHT 17. 1" DOOR CUT FOR AIR RETURN 18. 1-3/8" SOLID CORE DOOR REQUIRED BETWEEN GARAGE AND LIVING 19. GARAGES WITH HABITABLE ROOMS ABOVE SHALL HAVE 5/8" TYPE "X" DRYWALL CEILING 20. 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(O,48MM) SHEET STEEL OR OCHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 21. UNDER STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER srAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PRO'TECT'ED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARDS. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST TO MAX REACTION OF 4600# 44 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS SPACING HEADER/STUD/STRAP CHART HEIGHT #2 S.Y.P. MAXIMUIV HEADER STUD(S) FULL LENGTH STRAP(S) AT HEADER SPAN @ EACH END STUDS @ EACH EACH END OF SIZE 12'-0" 2x4 SPRUCE FIR END HEADER (2) 2"X6" T-1" 1 1 1 (2) 2"X8" 6'-0" 1 1 1 (2) 2"X10" 8'-2" 2 2 2 (2) 2"X12" 9'-8" 2 2 2 " SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON 2x6 SOUTHERN PINE SP4 OR USP SPT4 @ EA. JACK S FUD. THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 Ccs THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL S'FUD AT EACH SIDE OF OPENINGS. THREE -ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. 16" LIMITING HEIGHT OF STUDS SIZE, #2 GRADE SPACING BLOCKING # OF ROWS HEIGHT 2x4 SPRUCE FIR 16" NONE 8'-0" 2x4 SPRUCE FIR 16" ONE 3. ALL CONCRETE WITHIN 24" OF PERIMETER OF 2x4 SPRUCE FIR 16" TWO 12'-0" 2x4 SPRUCE FIR 12" THREE 14'4- 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12" THREE 15'-0" 2x6 SPRUCE FIR 16" NONE 9'-0" 2x6 SPRUCE FIR 16" TWO 1112" DRYWALL 2x6 SPRUCE FIR 12" THREE _14-4- 16'-0" 2x6 SOUTHERN PINE 16" THREE 1T -O" 2x6 SOUTHERN PINE 12" THREE 19'-8" 2x8 SPRUCE FIR 16" THREE 1814" 2x8 SPRUCE FIR 12" THREE 21'-0" 2x8 SOUTHERN PINE 16" 'THREE 22'4" P1N I „ TH 24'-0" 5 c� z TIE TO HORIZ. BAR 1 1/2" MIN. COVER (1) - 3/8" x 1 - 7/8" fftf(/ffff WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAL T & (3) 410 GALV TEX BUILDING LENGTH j-"LHOOK SCREW TO SHROUD ROOF SHEATHING LAYOUT MASO RY RmmNC BLK AND DIAPHRAGM BLOCKING 7 -- = 1. - WALL YSTEM I SHIPIGLE-SHALL COM?!'I'MTHASTMD2250RASTMp3462 _VERTIOI LDOWELIN FASTENER SHALL BE M11`1 12 GAUGE SHANK W/ 3/8" HEAD _ROUTED cE L AND PENETRATE ROOF SHEATHING 3/4- MIN ("o) PER SHINGLE PER MANUF. SPECS CLEANOUT SQUIRED IFIOR GRIOUT LIF n 5 _ .UNLESS FOOTING D WE IS NOT i REQUIRED FF 5LAP II r I' ii 2X4 SPRUCE BLOCK @ 48' O.C. NAILED BETWEEN 16" WIDE AND FASTEN EVERY 49 TO COMPLY W/ ASTM D-244 I 2. SHINGLES TO BE FASTENED WITH 1 1/4" NAILS, ° °�_GARAGF DOOR 6 PER SHINGLE EQUALLY SPACED PER MANUFACTURERS ILL. SPECS. PRESSURE TREATED 3. ALL CONCRETE WITHIN 24" OF PERIMETER OF 1X2 TRIM 8" CMU HOUSE TO BE TERMITE TREATED # 5 VERTICAL GROUTED CMU 4. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP CELLS PER PLAN A MINIMUM OF 2" AND FASTENED c 8" U.C. GARAGE DOOR JAMB 8" CMU SECURE CONDENSOR UNIT AS SHOWN- W/ 2 - 3/8"x1 7/8" N.T.S. WEDGE ANCHORS 5 c� z TIE TO HORIZ. BAR 1 1/2" MIN. COVER (1) - 3/8" x 1 - 7/8" fftf(/ffff WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAL T & (3) 410 GALV TEX BUILDING LENGTH j-"LHOOK SCREW TO SHROUD ROOF SHEATHING LAYOUT MASO RY RmmNC BLK AND DIAPHRAGM BLOCKING 7 -- = 1. - WALL YSTEM I SHIPIGLE-SHALL COM?!'I'MTHASTMD2250RASTMp3462 _VERTIOI LDOWELIN FASTENER SHALL BE M11`1 12 GAUGE SHANK W/ 3/8" HEAD _ROUTED cE L AND PENETRATE ROOF SHEATHING 3/4- MIN ("o) PER SHINGLE PER MANUF. SPECS CLEANOUT SQUIRED IFIOR GRIOUT LIF n 5 _ .UNLESS FOOTING D WE IS NOT i REQUIRED FF 5LAP II r I' ii 2X4 SPRUCE BLOCK @ 48' O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAJLS TOP AND BOTTOM CHORDS T'f?;yOOF I 2X4 B" MET. DRIP EDGE ILL. SEE FASCIA DETAIL PRE -FABRICATED 2x4 X-BRACEO.C. 96' 5 VENTED SOFFIT w/ (2) 12d NAIL EA. END !� GABLE TRUSS (5) 16d NAILS (TYP.) GABLE END NAILING 7/16' OSB SHIM 2 1/4 X.099 RING SHANK @ 6" O.C. @ EDGE CONTINUOUS 2x4 SPRUCE AND 12" O.C. INTERMEDIATE LATERAL BRACE Q 8' O.C. (2) 16d NAJLS EA. TRUSS (TYP.) 16d NAILS 8" O.C. OR (1) A35 @ 32" O.C. TO INSIDE -PACE 3 CONTINUOUS 2x8 #2 SYP TRUSS TO PLATE 1/2" x T ANCHOR BOLT W/ 2" WASHER @ T O.C. 5d COOLER NAILS O 8" O.C. OR S `' CONT. REINFORCED BOND BEAM 1112" DRYWALL —8" CMU GABLE END CONNECTION - CONC. BLK. 6" THICK CONCRETE PAD A/C CONDENSOR UNIT FOOTING W/ HORIZ. REBAR \ 111 /#5 CORNER BAR J� __ 4 ALL LA S 25" 4 IN. rll 6" HOOK MIN 3" COVER S VERTICAL WALL REINFORCING GROUTED CELL VV/ #5 DOWEL TYP. REBAR LAP @ CORNERS SHROUD COVER (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD 4" PVC VENT PIPE FORM BIDS/ j - #5 REBAR POURED CONC LINTEL SID I'VI W T 4" VENT PIPE _r ED INTEI IBUS BLOCK 12 SEE ELEV. 1/2" GYP. CEILING BOARD. OR 5/8" DRYWALL 8" LINTEL BLOCK REINF. W/ CONC. & 1 #5 REBAR MIN.25" LAP P.T. 1x6 - EXTEND 8" - BEYOND JAMB ON EACH SIDE 8" CONCRETE PRECAST LINTEL WITH 1-#5 REBAR 1/2" GYPSUM BOARD - WALL FINISH BEYOND P.T. 1x4 AT SILL AND JAMBS P.T. 1x2 FURRING STRIPS - 08 -24-16 R-5 INSULATION BASE BOARD — TYP. CONIC SLAB W/ 6x6, 10/10 W.W.M. OR FIBERMESH FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT(ASTM 0226 OR D4869 TYPE 1 OVER 7/16" O.S.B. (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 11/4" GALV ROOFING NAILS FOR ARCH SHINGLES R-30 INSULATION SEE TRUSS ANCHOR SCHEDULE FOR TRUSS ANCHOR REQ'D. CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 SEE ELEVATIONS W/ 1 1/4" GALV ROOFING NAILS 6" O.C. 1x2 P.T. 1x6 FASCIA OVER 2x4 SUB -FASCIA PER ORATED ALUM. SOFFIT RETURN TEXTURED CEMENTfIOUS FIN. @ HEAD AND JAMB ALUM. FRAMED WINDOW TYPE, CONFIGURATION AND SIZE OF WINDOWS VARY REFER TO PLANS AND ELEVATIONS MARBLE SILL PRECAST CONCRETE WINDOW SILL , >47 5/8" STUCCO ON CMU 8"x16" CONC. BLOCK FILLED CELLS (SEE FLOOR PLAN) #5 DOWEL W/ LAP 25" MIN.LAP W MIN. r --ASSUMED GRADE ­ 11 - _-- 6 MIL VAPOR \ I I I I BARRIER —_ CLEAN, COMPACTED61 I_I—��— TERM I'm TREATED 2-#5 REBAR FILL — I — SEE FOUNDATION DETAILS, ONE STORY BLOCK CLEAT 2 CLEF 2 WALL SECTION r IV -1-30" — -1'— 30"------j I` 15" -1 FIXTURE CLEARANCES E C.M,U. COLUMN OR WALL TO BEAM DETAIL N ��1LD/Nc SA61FORD O�nARTr��� # 155 S. KLP SDS DESIGN SERVICES 235 S. 110.AND AVENUE, SUI 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 5 a ILL. Q CD W W 5 !� L- V / z U , . < J Z V Q Q p; 1 C�0k,�Z U) O J.�✓ t V uy U LO 5 a (4 Q CD W �C-F-. (C) 5 cVZ'¢ZN 7 , . < J Z V Q Q p; 1 C�0k,�Z J.�✓ t V uy Job No. REVISIONS P6605 1 08-24-16 Drawn By. CS Date: 5-16-2016 Scale: AS SHOWN NOTE. 7/ 8" STUCCO ON METAL LATHE ON 15 LB FELT AND OVER 2ND LAYER OF 15 LB FELT OR ANOE LAYER OF FELT ON HOUSE WRAP 7/16" O.S.B. SHEATHING OR 1/ 2" PLYWOOD MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE - EXTERIOR SHEATHING SILL PLATE FLASHING I. CUT, FOLD UP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE uu (ASSEMBLED 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE -TYPE (MIN. 6" WIDE) ALLOW FOR FLASHING WINDOW) D (n T 2 G WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS FLASHING 4. INSTALL FLASHING AND WEATHER RESISTIVE HEAD FLASHING TIE-IN INSTRUCTIONS: WEATHER RESISTIVE BARRIER 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE - EXTERIOR SHEATHING SILL PLATE FLASHING I. CUT, FOLD UP & TEMPORARILY NOTES: SECURE WEATHER RESISTIVE uu BARRIER ABOVE HEADER TO 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE -TYPE (MIN. 6" WIDE) ALLOW FOR FLASHING INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER BACK OVER HEAD BARRIER TO FORM WATER SHEDDING LAPS FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLA. -DH NG DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE 42 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS Weep screeds 2512.1.2 Weep screeds. A minimum 0.019 -inch (0.48 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed with a minimum vertical attachment flange of 3Y2 inches (89 min) shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. WEEP SCREEDS DETAIL N.T.S. TYPICAL FLASH N C DETAIL AT SILL PLATE N.T.S. FOIL FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 6" WIDE) GABLE END FLASH I N G- CON C, B LK N.T.S. EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE SILL PLATE (SEE DETAIL B FOR OPTIONS) �c' ��S WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 2014 FBC RESIDENTAL 5TH EDITION FLASHING APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. V BELOW MASONRY ED EXTERIOR SHEATI NG -OSB #15 FELT DRAINAGE PLANE PAPERBACK LATH -�" NOMINAL STUCCO THICKNESS DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME/MASONRY INSULATION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-20XL - 9" WIDE TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTIOUS FINISH STUCCO FLASHING DETAIL @CMU FRAME INTERFACE N.T.S. T R905.2.7 UNDERLAYMENT APPLICATION. UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHODS: 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE SAVE, APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS. 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN '12 UNITS HORIZONTAL (33 -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TOA NAILABLE PECK WITH TWO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. #16-1558 KLP SUS DESIGN SERVICES 235 S. MAITLAND AVENUE, SUIIE 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 n i� w I-- n w uu 0 C w �, m �aZ�ZrN d o c r LLl 0 IO WO2U_ Q> LL UJ Z < 0.cr. 0 OOV) < W bi Ci0'C50J 0 �0 Q U) W N �O L0 r n i� w I-- n w 0 C w Q��(J nLjo m �aZ�ZrN w o c r n J,< IO WO2U_ Q> U i:= Q Q'u'o 0.cr. 0 OOV) < bi Ci0'C50J 0 �0 Q W N Job No. REVISIONS P8605 Drawn By: CS Date: 5-16-2016 Scale: AS SHOWN