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HomeMy WebLinkAbout1000-12000 Fox Quaary Ln - BC01-002566 (FIRE SPRINKLER) (A)LPERMIT ADDRESS F -&Y- / SUBDIVISION CONTRACTOR L4,c(, ADDRESS I I I-�L"1 ICY PHONE NUMBER L4 0) PROPERTY OWNER C ,CLIJ 1,�.LCiI.('y ADDRESS j a ()al4lWA4,z-6, OAO. 92-7©) PHONE NUMBER D�l ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR i PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # -45,LQ-- U:a-P DATE I O PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE CHARLESTON CLUB APARTMENTS Fire Sprinkler Permits BUILDING # ADDRESS #1 1000 Fox Quar Ln PERMIT # -0I —�5(o #2 2000 Fox Quarry Ln (-- a5 to #3 3000 Fox Quarry LnJ (- 8 #4 #5 4000 Fox Quarry Ln 5000 Fox Quarry Ln :p (_ ={� 16 6000 Fox Quarry Ln -0 I _• -� #7- 7000 Fox Quarry Ln `0 E -:a - .;:t #8 8000 Fox'Quarry Ln O.A. "- 9000 Fox Quarry Ln g'�( #10 10000 Fox Quarry Ln 01-2575 #11 1XJ1000 Fox Quarry Ln 01-2576 #12 112000 Fox Quarry Ln 101-2577 E F�A L 5 T T U F;�?4 L T V, 5I_A5 TENDONS GRADE STANDARI::> IIBUILDING CODE. 1131BI EDITION SLA5 TENDONS SLA15 TENDONS DESIGN 41 HOWN ON THE ACCOMPANYING DRAWING HAS 5EEEN DESIGNED USING ACCEPTED - 4 FOUNDATION a ^t A ­ ENGINEERING PRACTICE, AND IS IN ACr_ORDANr_;= WITH THE CRITERIA FOR SELECTION AND DESIGN OF 4d V_ SLA15S ON GRADE n5RAM REPORT), THE AMERICAN CONCRETE INSTITUTE "15UILDING CODE RESIDENTIAL tr--ED CONCRETE" AND THE PoeT-TENSIONING INSTITUTE'S "PESIGN AND petEQUIREMP NTS FOR RMINFOR CONSTRUCTION OF POST -TENSIONED SLA155- ON -GROUND". FOUNDATIONS HAVE 15EEN PROPORTIONED :;t I! I ---I I -SF PER UNIVERSAL ENGINEERING PROJECT NO.- _F1 -=,-I I COORDINATION: �F�=,Ll F= 1.) GENERAL CONTRACTOR MUST VERIFY ALL SLA5 DROPS, OFFSETS, 5RICK LEDGES, ANP 5LOc;KOUTS ON 4 11 411 01 ARCHITECTURAL DRAWINGS AND NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES WHICH OCCUR ON STRUCTURAL PLANS. SEE PLAN SEE PLAN 2.) GENERAL CONTRACTOR SHALL COORZ;)INATE WITH ARCHITECTURAL, MECHANICAL, PLUMIBING ANP all ELECTRICAL DRAWINGS FOR ALL OPENINGS, INSERTS,AND OTHERS RELATED ITEMS U,4-41CHARE REQUIRED SEE PLAN 411 TO COMPLETE THE FOUNDATION SYSTEM. MATERIALS 1.) CONCRETE IN FOUNDATION 5EAMS AND SLA5 SHALL 5E A MINIMUM oP 3000 1=61 AT 28 DAYS, AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 1=81 PRIOR TO STRESSING OF POST -TENSIONING CA51-F-S. THE GENERAL CONTRACTOR SHALL PROVIDE CONCRETE TEST CYLINDER TO 5E TESTED THREE (3) DAYS AFTER CONCRETE PLACEMENT TO VERIFY COMPRESSIVE STRENGTH OF CONCRETE F:1RIOR TO 411 STRESSING OF POST -TENSIONING TENDONS. CONCRETE MIX DESIGN AND PLACEMENT SHALL 5E IN ACCORDANCE WITH ACI 310, TYPICALLY. 2.) ALL SLA58 SHALL 5E PLACIED ON A 9p MIL POLYETHYLENE VAPOR 5ARRIER, TYPICALLY. 3.) PRE-STRJES61NG CA5LES SHALL CON51ST OF ASTM A419P STRESS RELIIEVED 2-10 KSI SEVEN WIRE STRAND, TYPICALLY. TENDONS SHALL HAVE CORROSION PREVENTIVE LU15RICANT AND PLASTIC SHEATHING, CRY SEATED OR. POWER SEATED. T�-PICAL THICXENED 5LA5 PATIO 3 TYPICAL INTERIOR FOOTING TYPICALLY. END ANCHORAGE DEVICES SHALL CONFORM TO I -COT TENSIONING INSTITUTE DESIGN SPECIFICAT IONS. ALL DEAD END ANCHORAGES SHALL 5E FACT TYPICAL EXTERIOR FOOTING K2 4.) MILD STEEL REINFORCING, WHr=RE REOUIRED, SHALL COMPLY WITH ASTM A&Irp, GRADE&O. CALE: 11/211 11-011 SCALE: 11/2" V-0" SCALE: 11/2" V-011 1.) 5EAM SIZES AIRE THE ACTUAL SIZES WHICH AIRE REQUISZED, AND SHALL NOT 5E INCREASED OR DECREASED IN SIZE WITHOUT PRIOR APPROVAL OF THE STRUCTURAL DESIGNER. 2.) CONCRETE SHALL 5E WELL CONSOLIDATED, PARTICULARLY IN THE AREA oF CA5LE ANCHORAGES. 3.) SUPPORTALL TENDONS AND REINFORCING STEEL TO PREVENT 14ORIZONTAL AND VERTICAL MOVEMENT OF SLA15 TENDONS THESE ELEMENTS DURING PLACEMENT OF CONCRETE. 4.) ALLOW 9" DIAMETER CENTERED ON TENDON AXIS, 5Y 36" LENGTH FOR STRESSING EQUIPMENT _j I 5.) WHERE TENDON SHEATHING 18 DAMAGED FOR A LENGTH Of: 5" OR MORE, TENDON MUST 15E RE -SHEATHED A (L TO PREVENT CONCRETE FROM 15ONDING TO THE STRAND. SCHEDULED REINF. jU LU 3: C11 9p.) CONCRETE CURIBS ARE TO 5E POURED MONOLITHIC WITH SLAE5 POUR WHERE REQUIRED. PER PLAN, TYP. L) TONGUE 4 GROOVE 311 CLR. 311 CL POST TENSIONING CONTRACTOR SHALL-, UPON REQUEST, FURNISH T"E FOLLOWING: METAL FORM 1.) LA50RATORY TESTS ON ANCHORAGE SYSTEM. SLA5 TENDONS SCHEEL). UJIDTH 01 M 2.) LATEST CAL15RATION DATE FOR THE STRESSING E(QUIPMENT 5EING USED. SLA5 TENDONS CLIP 50TTOM OF FORM AS REQV To ACCOMODATE 3.) LA50RATORY TEST COEFFICIENT OF FRICTION FOR THE 6TRANI=). Lu TENDON, TYP. 4.) MILL TEST CERTIFICATES ON POST TENSIONING TENDON MATERIAL. < Lu UR5 4 Rj=-INF. PER ORIGINAL STIR NV- ,�rj SLA15 TENDONS —FINISHED GRADE -R STRAND, IBUT MAY INITIALLY 15M STRESSED AT 333K PER 1.) TENDONS SHALL 15E ANCHOREP AT 20.eK PE STRAND. POST-TENelONING TENDONS SHALL 15E STRESSED 15E'TWEEN THREE (3) PAYS AND SEVEN (1) PAYS AFTER CONCRETE PLACEMENT, TYPICALLY. g�PECIAL NOTES 1.) EXTERIOR 15MAM6 SHALL EXTEND S" INTO UNDISTUR15ED SOIL, OR THE 6LA15 SHALL ME PLACED ON 411 MIN. PER PLAN, TYP. 9 fu COMPACTED FILL PER SOILS REPORT. 411 01 :r Lj 2.) REFER TO THE LATEST SOILS REPORT FOR ADDITIONAL INFORMATION REGARDING SOIL CONDITIONS SUCH AS FILL MATERIAL, REOUIRED COMPACTION, AND OT HER SUIBSIURFACE PREPARATION RE(QUIREMENTS. SEE PLAN 11 4 SEE PLAN 3.) GRADE SHALL SLOPE AWAY FROM 15UILDING, SUCH THAT WATER DRAINS AWAY FROM ALL 15UILDING SLAE56 �311 CLR_ CLR_ AND FOUNDATIONS. L) SCHED. WIDTH REPRODUCTION OF DRAWINGS THE USE OF REPRODUCTIONS OF THESE DRAWINGS 5Y ANY SU15CONTRACTOR, ERECTOR, FA15RICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE (:;)p ALL INFORMATION SHOWN HEREON AS 5EING CORRECT, AND 015LIGATES HIMSELF TO ANY J015 EXPENSE REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR.- T�-PIGAL 5L,45 �)EFRE5510N 7'rFICAL CON6TRUCTION JOINT FOUNDATION REDESIGN: R.L. PLOWFIELP 4 ASSOCIATES, INC. DOES NOT ASSUME OR ACCEPT LIAIBILITY FOR THE DESIGN, SCALE: 11/2" = V-011 SCALE: 11/2 11 V-011 FOOTING;5 REMAINS WITH THE ENGINEER OF RECORD. THE LIMIT.0F LIA511LITY FOR R -L. PLOUIFIELP 4 ASSOCIATES, N SCALE: 3/411 V-0" ED TO POST -TENSION SLA15-ON-GRADE FOUNC>ATION ELEMENTS. SLA5 TENDONS GRADE PER PLAN, TYP. PER PLAN, TYP. :1 PROVIDE REINF. STL. SLA5 TENDONS SLA5 TENDONSi iu _SLA5 TENDONS—\ lu ih 411 CA 411 411 MIN. PER PLAN, TYP. SEE PLAN lo/ SEE PLAN SEE PLAN 411 311 CLR_ .311 CLR. 411 EXTERIOR FOOTING w/ RE5AR THIC<ENELD 5LA5 PATIC w/ RE5AR_ INTERIOR FOOTING wl RE5AR 5LA5 DEFIRE55ION w/ RE5AR SCALE: 11/211 11-011 SCALE: 11/2 a ALE: iv2 SCALE: 11/211 11-011 TTF M. , _111� i N6111"rLl �| 51/2" WIDE 5RICK UH w SNELI= t% 0 U � W BRICK VENEER PER ARCH. DWGS., TYP. I1 I=I � o U 2-04 BOTTOM, TYP. SLA5 TENDONS t o � N � cn w °Cq cl I L—I_ J J � —T-7 awe M Q �M �n O a 4 G 'd clw 0 x� o� FINISHED GRADE F� O U) J LL_I LU Q LL O 2-04 BOTTOM, TYP. J U) Q R. L. PLOWFIELD & - , 6 I 1035 S. Semoran Blvd. CMU WALL, VERT. REINP., 4 DOWELS TO FOOTING OTHERS �I I I FINISH GRADE SITE/CIVIL DWGS. Phone: (407) 657-6657 SLA5 TENDONS = SLA5 TENDONS w U L 5�' QC - — -n ✓®� - 5Y PER ORIGINAL CONTRACT DWGS., TYP. U � 4 W _ — _- _ ,—�— - I - ;-II1 III. r II lII- 1I _I ,. • I! /� — ap —1 I fI1 III SII III {lI . 4 � } W j cn it -ilk III III III lil-ill - Q SLA5 TENDONS I—I I I111 ilPEI =llllf=11111111i1- I _ ! I_I�-:__I _ -• :. � F, • a • �• _ ,I—L �t I i , ! -- I._ 111=111—I • I 11= I I ISI f 1-r 4 I I I � _ _ c� r I I 1 I I_-! I I l I I JOB NO.: Oil -12 �, �. _ - • ,� • � a I I� .III—.. Ty �I f_ - �. °� SHEET • — J JII'— i1=1I€_Ii �� 4; .. =1I1= 1I( II€=18E= IlI—II1= -3IIiiilili,�I dJ _ 14 I I =1 I != _l 1 I• •I i 9_ 111-1 I _ 1 I I-1 i i I I( 4' ' 1-1 I i 111= - tg 1 1= ! I E =1 i I .. A u to 111 I !=1 I i— 0 . .1 2 - —� *4 50TtOM, 7YP. � 15 4. � .. _� — •: = fjll III li= �: - I 0 I 4 - 4" 411 411 4" MIN. •�sl ; • _ I SEE PLAN 2 -011 SEE PLAN. SEE PLAN I�-811 SEE PLAN 1„ a b�„ /� C p I� 4„ 11_01, Sit 11_011 SEE PLAN `1.11•/ 11_411 Ilk T�*rf'ICAL INTERIOR FOOTING TYPICAL 5LAE3 IDEPRE5510N 1 @ WOOID 5HEARWALL 'a WOOD 5HEAR ALL 3 T"rICAL EXTERIOR FOOTING wl ICS 4 T ICAL COMPACTOR FOOTING 5 = 1.1 SCALE: I1/2 11 1'-01' 5= 1.1 SCALE: 11/2" - I'-0" 5 = 1.1 SCALE: 11/211 5 = 1.1 SCALE: 1,/211 - I'-011 CARWASH SLA5 POURED 5RG. WALL 4 I=TC*. CONVENTIONALLY PER CONTRACT DOCUMENTS. SEE ARCH. DWGS. BRICK VENEER PER ARCH. 1/2" PRE -MOLDED EXPANSION JOINT CONT. DWGS., TYP. 1114 Y SLA5 TENDONS } w W.4 SLA5 TENDONS cn V„, �— .. 4 -- _- - 4 1 '111..1-1 =1 �1=1 I l—i I I --I 11=-I 11=1 I f —1 11=1� • .' . 1I 111 �� � I i li� z _ `�1 —1I l . II= -I III -=m III i 111- III III: Ili= - I l 1 I III 1 I i _I i1_....j�C i_ --I ► i�._l�I i __I i 1---1, � � � � � � -1 f 1---1 I l:� I C 1..� TI l --I I != 4. 411 4” MIN. 4 SEE PLAN 11-411 SEE PLAN A LL SEE PLAN 11_011 5LAE3 DEPRE551 ON 02 MAILE30XE5 5 _ 1.1 EXTERIOR FOOTING GARWA5H SCALE: 11/2" = I'-011 SCALE: Ilii" = 11-011 UH w t% 0 U � W � o U 0 U .-i 0 cd t o � N � cn w °Cq cl 4 C W awe M Q �M �n O a 4 G 'd clw 0 x� o� CD oo O U) J LL_I LU Q LL O O U) J U) Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfieldandassociates. com 0 ti U W A Q JOB NO.: Oil -12 DRAWNBY- TLW CTTECKED BY.- R05 APPROVEDBY RLP DATE: 0-I/25/0I SHEET • BUILDING IS SYMMETRICAL A50UT CENTERLINE 1 I TENDON SCHEDULE FOR 51JILPiNG TYPE "1" MARK TOTAL ELONGATION REQUIRED NUMBER 523 2.02" 8 849 4.06" 12 853 431" 6 5(05 531" 2(o 812 586" 8 813 595 1.661 6 5182 1432" 13 L--14 F_;P"Mu 1 ., I I 6 STAIR LANDINGS X N I \FOUNDATION PLAN - 5UILDING TYPE "I" 5 _ / / SCALE: 1/8" 2 1'-0" I.) Provide ancnor voit.s, or •' MAS" straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3,) Shot -in anchors shall have a maximum penetration into slab of 11/211. Shot -1n and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5.) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. (0.) Provide 11/2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning Institute "Design and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typically. 1.) Footing "F-1" shall be 2'-0" X 2'-0" X 1'-8" deep, with 4 -*4 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Footing "F-2" shall be 2'-0" X6" X 1'-8" deep, with 4-04 each way bottom. Footing shall be monolit#fic with slab pour, typlcally. 9.) Tendons greater than 100 feet in length must be stressed from each end, typica I ly. BUILDING IS SYMMETRICAL ABOUT CENTERLINE TENDON SCNEDULr= POR 151JILDiNG TYPE 11211 MARK TOTAL ELONGATION REQUIRED NUMBER 823 2.02" 8 830 2.57" 4 849 4.06" 6 857 4.68" 6 8(01 5-00" 4 865 531" 20 872 5.86" 4 873 5.94" 8 895 7.661 6 5166 13.06" (0 5178 14.00" 9 0 STAIR LANDINGS FOUNDATION PLAN - 5ULDING TYPE 112" SCALE: ''%" - 1'-0" D U J L 1) D u L E jolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) Shot -in anchors shall have a maximum penetration Into slab of 11i2". Shot -in and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5.) Provide proper curing of slabs after concrete placement. Cure slabs to the degree recluired to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. 6.) Provide 11/2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post-Tensloning institute "Design and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typically. 7.) Footing "F-1" shall be T-0" X 2'-0" X 1'-8" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Footing "F-2" shall be 2'-0" X 3'-0" X 1'-8" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 9.) Tendons greater than 100 feet in length must be stressed from each end, typically. z h-1 w z� O H V Az H zA o 4.10 �V 0 1, 0 U CI d O (` U N �x G � o Q MM Cn G o� QVG� -d C13w 0 o 00 00Lno o 00 c.i 0 0 U) J LU LU Q u_ 0 O) O J U) d. Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfieldandassociates.com 0 ti U W A ti q JOB NO. 01172 DRAWNBY.• TLA CHECKED BY.- iR.05 APPROVED BY R -LP DATE: 0-i/25/01 SHEET M D Q 3" TENDON SCHEDULE I=OR 5ULDiNG TYPE 11 MARK TOTAL ELONGATION REQUIRED NUMBER 823 2.02" 8 84S 4.06" 6 8(05 531" 20 5-13 5.94" 8 895 -1.6611 (0 8121 9.54" 4 5144 1134" 13 L - 'Y Fdo"r-�U VJl/I., I 1 I . STAIR LANDINGS FOUNDATION PLAN - BUILDING TYPE PLAN NOTES: 1.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents For all dimensions and For complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typlcally. 3.) Shot -in anchors shall have a maximum penetration into slab of 11/211. Shot -in and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5.) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. (o.) Provide 11/211 minimum concrete cover on all post -tensioning tendons, as outlined in the Post -Tensioning Institute "Design and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post -tensioning tendons sufficient to maintain this specified concrete cover, typically. -1.) Footing 1IF-111 shall be 21-0" X 21-0" X 11-8" deep, with 4 -*4 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) f=ooting 1IF-211 shall be 21-011 X 31-011 X 11-811 deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 9.) Tendons greater than 100 feet in length must be stressed from each end, typically. C) Z A ~ ZA A� O� 0 V� V 0 U O cd Q N cd M w < Eli ' ,�^ M M a O � o QV rd �w 0 o CD t �n o c.i 0 U) J W W_ Q W U O) O 07 a Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfieldandassociates, com l 0 i~ U A Q �a JOB NO.: 011-12 DRAWNBY.' TLLYV CHECKED BY: RGS APPROVED BY.' RLP DATE: 0-7/25/01 SHEET POUR STOOP CONVENTIONALLT PER ORIGINAL CONTRACT DOCUMENTS �4 N d) UU1 4 1L 4 73 w 2'-6" 4 EQUAL SPACES 2'-6" 8 EQUAL SPACES 2'-6" 3 EQUAL SPACES 4'-5" L, 2 EQUAL SPACES 2'-6" TENDON SCHEDULE FOR "CLU15HOUSE" MARK TOTAL ELONGATION REQUIRED NUMBER 824 2.10" 3 82-1 233" 8 836 3.04" 4 844 3b6" 6 846 3.82" -1 853 437" 2 5-14 (0.01" -1 S92 "1.42" 10 r� ;�r "MAS" straps at all exterior wall locations. nents for all dimensions and for complete details i and wall anchorage, typically. age for all breezeways, lanais, interior stairwells, shown on Structural/Architectural drawings. ins and elevation changes per the contract ve a maximum penetration into slab of 11/211. epoxied anchors shall be coordinated so as ensioning tendons, typically. prepared per all foundation notes as shown on of slabs after concrete placement. Cure slabs A to avoid shrinkage and temperature cracking ure drying newly placed slab surfaces, typically. ncrete cover on all post -tensioning tendons, as nsioning Institute "Design and Construction of ste Slabs." Provide chairs at post -tensioning 3lntain this specified concrete cover, typically. 2'-6" X 2'-6" X 1'-8" deep, with 4-04 each way bottom. Footing shall be monolithic with slab pour, typically. 8.) Tendons greater than 100 feet in length must be stressed from each end, typically. z 1.4 44 z 00M 1-1 W A �V O r� 0 � w V� o � 0 0 d- o N ILz C11 q � � .� W aew� M a m � n� a P o �w o C? -9-4 CD t irn o 0 v eS 0 CA J W W Q u_ O O Cn J Cf) a_ Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfieldandassociates.com 0 ti U A i~ q JOB NO.: DRAWNBY.• TL.YV CHECKED BY.• RGS APPnOVEDBY j� P DATE: 07425/01 SHEET M W: V POUR CAWASH CONVENTIONALLY PER ORIGINAL CONTRACT DOCUMENTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L----------------- — — — — — — — — — — — ,l, 2'-6" 6 EQUAL SPACES 2'-6" \FOUNDATION PLAN - MAINTENANCE BUILDINCs/CARWASH 5_(0j SCALE:..gym TENDON SCHEDULE FOR MAINTENANCE 5ULPING MARK TOTAL ELONGATION REQUIRED NUMBER 626 2.25" a 538 3.19" i SIS 1163" i EQUAL SPACES 2140" 2 FOUNDATION FLAN -COMPACTOR ENCL05URE SCALE: 1/411 , V_V TENDON SCHEDULE FOR COMPACTOR ENCLOSURE MARK TOTAL ELONGATION REQUIRED NUMBER all 1.55" 9 SIS 1163" 1 $31 2165" 4 532 2.12" 2 A� N u 0- w �r PLAN NOTES: I.) Provide anchor bolts, or "MAS" straps at all exterior wall locations. See the contract documents for all dimensions and for complete details and locations of column and wall anchorage, typically. 2.) Provide positive drainage for all breezeways, lanais, interior stairwells, and other locations as shown on Structural/Architectural drawings. Provide slab depressions and elevation changes per the contract drawings, typically. 3.) Shot -in anchors shall have a maximum penetration into slab of 111/211. Shot -in and drilled and epoxied anchors shall be coordinated so as not to intersect post -tensioning tendons, typically. 4.) Slab subgrade shall be prepared per all foundation notes as shown on the contract drawings. 5.) Provide proper curing of slabs after concrete placement. Cure slabs to the degree required to avoid shrinkage and temperature cracking of slabs due to premature drying newly placed slab surfaces, typically. 6.) Provide 11i2" minimum concrete cover on all post -tensioning tendons, as outlined in the Post-Tensloning Institute "Design and Construction of Post -Tensioned Concrete Slabs." Provide chairs at post - tens ionin tendons sufficient to maintain this specified concrete cover, typically. 7,) f=ooting 9%4" shall be 2'-6" X 2'-6" X 1'-0" deep, with 4 -*4 each way bottom. l=ooting shall be monolithic with slab pour, typically. 8.) Tendons greater than 100 feet in length must be stressed from each end, typically. z T� 41�Z [ 4 M..� � Q z A� Z ~ Z Q W ® 0 U O 0 V 0 U O ca tet' n X N C M O M Q tX0M Q 0 O �w 0 w� c, o � o Lr) o 0 e.i O D U) J W W_ Q LL U O) O cn a Q R. L. PLOWFIELD & ASSOCIATES, INC. Structural Engineers 1035 S. Semoran Blvd. Suite 1019 Winter Park, FL 32792 Phone: (407) 657-6657 Fax: (407) 657-8480 plowfieldandassociates,com 0 i~ U W q i~ q a JOB NO.: DRAWNBY.- TLW CHECKED BY: R415 APPROVED BY: RLP DATE: 01i/25/01 SHEET rt A0,10 v, City of Sanford Model Codes in effect: _ Standard Building Code 1997 ed. Standard PlUrnbing Code 1997 ed. Standard Mooh anical Code 1997 ed. National lloetrical Cotta 1996 ed. Sea City Coda AMPNOMl3 TS PL AftesAllily CodOg 1997PERMIT O 0 — I, --O ;z) F\�)X. SANFORD BUILDING DEPT. THESE PLANS ARE REVIEW ED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF Ti -IE TECHNICAL. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REOUIRING A CORREC- TION OF ERRORS UN THE PLANS, CONSTRuc*rioN OR OTHER ViGL�:1'101,1S OF THE CODES OFFIC41 COPY r / SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: September 24, 2001 Business Address: 2101 >2308 Fox Quarry Lane Clcc'Ch: 8(Mult�allly ling) Building #2 v ,»»,..... Business Name: Charleston Club Apartments Fire Sprinkler Contractor: Delta Fire Sprinklers Inc Ph. (407) 323-3000 Fax. (407) 328-3001 Reviewed [ J ReYteWth WK. t3,...w.,� J Rejected Reviewed by: Timothy Robles, Fire Protection Inspector -101 Comment: PlanseeedWc�s 1Vlclti 3;3 :amd O u ...ane SC C1$ Fire Sprinkler plans to be received and review, permitting, cind inspections required. 1.1 Application — New Building/1lulti family apartment occupancy • General contractor shall provide letter to Sanford Fire Department regarding N.FP.A. #13-R ,sec 2-6; 55 SQ. FT. non-combustible materials for all bathrooms Fire wall penetrations shall be completely sealed a time of above two-hour hydro Post signs above all F.D. C. connections (Red sign /White Letters, visible from road) • Provide fire department spec sheet for fire wall sealant; with mann facture name and UL listing 1 UNDERGROUND DESIGN NOTES: 1. ALL MATERIAL AND INSTALLATION TO BE IN ACCORDANCE WITH NFPA 24 AND THE AUTHORITY HAVING JURISDICTION. 2, ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH NFPA 24, AND THE AUTHORITY HAVING JURISDICTION. 3. ALL PIPING TO HAVE A 36" MINIMUM DEPTH OF BURY FROM TOP OF PIPE. 4. ALL PIPING TO BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE WITH NFPA 24 AND THE AUTHORITY HAVING JURISDICTION. z a, � c w> 3p a 0o c 1�0- �.' 3r ,. V, L�rA�� LrA�dy� Ty��dFTgdFTgFTqdF�qJ N QOM GIN - BUILDING - 2• CPUC (BY DELTA) TO DOMESTIC WATER TYPICAL BUILDING SERVICE DETAIL N.T.S. SITE - FIRE PROTECTION PLAN 1" = 50'-0 I EXTERIOR WALL �APJFOf?p �tUiLLIM1JG't� 7r -{CSC PLS AC( -p • . Fi' r - -. ni'.J f,r�n!rJrTIQNA LLY T C;- ALL a FFA r 'D f-, Y`.:'J IYITH IS5UAryCL OF `C1itd!Cn r�F ANY OF l'HE DEPT FPC,,I y �id�IHE� 7crJoL�JFstn�>= TPHFi2�EE rPTC,1,��N'rORRuI OF SPIAL 710N L ERRORQ�11JLolll TrR COcrG vJOLASON=PLANs,vor S. T/ �v f I 6 Cfl I� 00 O r N C7 d Lf) 10 1'-0 (0 Q0 10 cn w LOU-)LOtoLOU-)LO0L L - (�,NNNNNNC�NNNNN �. W 000000000000 Q -D —J �1JJJ�_J �aac�aac��c�c�c�c�c� EV ' c x x -x- --x - x x x x --- 0 0 0 0-0 0 0 0 0 0 0 0 z aau�u_L LL is tl.u..u-u-u..LL.u- pN 00d0o0000000 0 0 0 0 0 0 0 0 0 0 0 0 _ ' 000000000000 y: .� - N 0 'd' L0 CO (� O �- N . + Sanford Fine rem tion Div® Q Date: v 0 = N r N C 7 d In (fl I� CO CDr r 4tuit U- MIT# � " �aQ �. - -- �, pyI., F I Cl RECEIVED V M '�)- \u'rj w w O cx G7 C) wC)co o co Q c Cl � v�o w V-4 a, w SITE FIRE PROTECTION PLAN DIY W FLOW TEST DATA STATIC, 75 P,S,I, RESIDUALI 60 P.S.I. FLOW+ 1300 G,P,M, DATE; 8-31-01 TIMET 900 A.M. LOCATIONS LAKE MARY BLVD, BY: D,F,P,E, 1�0- �.' 3r ,. V, L�rA�� LrA�dy� Ty��dFTgdFTgFTqdF�qJ N QOM GIN - BUILDING - 2• CPUC (BY DELTA) TO DOMESTIC WATER TYPICAL BUILDING SERVICE DETAIL N.T.S. SITE - FIRE PROTECTION PLAN 1" = 50'-0 I EXTERIOR WALL �APJFOf?p �tUiLLIM1JG't� 7r -{CSC PLS AC( -p • . Fi' r - -. ni'.J f,r�n!rJrTIQNA LLY T C;- ALL a FFA r 'D f-, Y`.:'J IYITH IS5UAryCL OF `C1itd!Cn r�F ANY OF l'HE DEPT FPC,,I y �id�IHE� 7crJoL�JFstn�>= TPHFi2�EE rPTC,1,��N'rORRuI OF SPIAL 710N L ERRORQ�11JLolll TrR COcrG vJOLASON=PLANs,vor S. T/ �v f I 6 Cfl I� 00 O r N C7 d Lf) 10 1'-0 (0 Q0 10 cn w LOU-)LOtoLOU-)LO0L L - (�,NNNNNNC�NNNNN �. W 000000000000 Q -D —J �1JJJ�_J �aac�aac��c�c�c�c�c� EV ' c x x -x- --x - x x x x --- 0 0 0 0-0 0 0 0 0 0 0 0 z aau�u_L LL is tl.u..u-u-u..LL.u- pN 00d0o0000000 0 0 0 0 0 0 0 0 0 0 0 0 _ ' 000000000000 y: .� - N 0 'd' L0 CO (� O �- N . + Sanford Fine rem tion Div® Q Date: v 0 = N r N C 7 d In (fl I� CO CDr r 4tuit U- MIT# � " �aQ �. - -- �, pyI., F I Cl RECEIVED V M '�)- \u'rj w w O cx G7 C) wC)co o co Q c Cl � v�o w V-4 a, w SITE FIRE PROTECTION PLAN DIY W M A I� d ., z CONTRACT # A0141 DRAWN i BAJ CHECKED KH DATE f B-13-01 TOTAL A/S 1 2,592 SCALE i AS NOTED 1 of 4 SHEET N0. TYP. FOR BLDG I'S 6, 7, & 11 1/8" = 1'-0 THERE ARE 224 TOTAL HEADS IN THIS BLDG. TYPE THERE ARE 224 TOTAL HEADS IN THIS BLDG, TYPE DESIGN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 2. ALL MATERIAL AND DEVICES TO BE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 3. ALL PIPE AND FITTINGS TO BE CPVC, EXCEPT FOR THE BUILDING RISER, WHICH WILL BE SCH. 40 BLACK STEEL. 4. ALL RESIDENTIAL SPRINKLER HEAD SPACING TO CONFORM WITH THE MAN- UFACTURERS LISTING. 5. ALL FIREWALL PENETRATIONS TO BE SEALED IN ACCORDANCE WITH THEIR RATING. 6. SPRINKLERS SHALL BE OMITTED IN THE FOLLOWING AREAS, PER NFPA 13R, SECTION 2-6 EXCEPTIONS 1 THRU 4 - BATHROOMS UNDER 55 SQ. FT., CLOTHES AND LINEN CLOSETS UNDER 24 SQ. FT., PORCHES, BALCONIES, STAIRS, AND CORRIDORS THAT ARE OPEN AND ATTACHED, ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. CPVC PIPE HANGER LOCATION DETAIL Location D.A. #1 No. of Sprinklers 3 Density RES. TABLE 1 TABLE 2 PIPE SIZE LESS THAN 100 psi MORE THAN LESS THAN 100 psi 100 psi MORE THAN 100 psi 3/4" 9" 6" 4'-0" 31-0- i M 12" 9" 5'-0" 4'-0" 1-1/4" 16" 12" 6'-0" 5'-0" 1-1/2" 24" 12" 7'—O" 7'-0" 2" 24"1 12" 7'-0" 7'-0" 2-1/2" 24" 12" 7'-0" 7'-0" 3" 24" 12" 1 7'-0" 7'-0" �C �-- o E-1 E� TABLE 1 TABLE 2 q � � CPVC PIPE LHANG/ ER BRACE FINISHED CLC. SPRINKLER HEAD TO BUILDING 6' ELzCTRIC BELL U o � SPARE HEAD BOX W/ WRENCH 1' TEST N DRAIN VF 1' CPVC DRAIN (2) 2' SWING CHECK VALVES 2' B,B, VALVE WITH T.S. 2x2xlf CA, TEE S x T ADAPTER .rr T"'" ' IDLE TOLCO PVC S x T ADAPTER PRESSURE GAUGE 2' CENTRAL MODEL 13R RISER MANIFOLD (O� IV SINGLE -PORT F.D.C. PRESSURE GAUGE 24' x 36' WEATHERPROOF ACCESS PANEL ROUGH OPENING DIMENSIONS ARE 24j' x 36l' -4- FROM SUPPLY RISER DETAIL Hydraulicall,V Designed System Location Location D.A. #1 No. of Sprinklers 3 Density RES. Design Area Size 3 HD. System Demand At Base of Riser GPM Discharge 50 Residual PSI 41 N.T.S. Hydraulically Designed System Location D.A. #2 No. of Sprinklers 4 Density RES. Design Area Size 4 HD, System Demand At Base of Riser GPM Discharge 66 Residual PSI 38 BUILDING TYPE 1 FIRE PROTECTION PLAN -< Z U J N Q A J ❑ Z Q' C3 CL a. W CONTRACT # A0141 DRAWN i BAJ CHECKED i KH DATE 8-13-01 TOTAL A/S 1 2,592 SCALE i AS NOTED 2 of .4 SHEET N0, W W W � CD a W E ---- (Z) C, v� W eco Q co �C �-- o E-1 E� W q � � BUILDING TYPE 1 FIRE PROTECTION PLAN -< Z U J N Q A J ❑ Z Q' C3 CL a. W CONTRACT # A0141 DRAWN i BAJ CHECKED i KH DATE 8-13-01 TOTAL A/S 1 2,592 SCALE i AS NOTED 2 of .4 SHEET N0, ti 2K /RES2 SITE ED r. _.._ _..._ .._..DS IN THIS BLDG. 'TYPE *2 K I /RES2 NHITE ;SED :ADS IN THIS BLDG. TYPE DESIGN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 2. ALL MATERIAL AND DEVICES TO BE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 3. ALL PIPE AND FITTINGS TO BE CPVC, EXCEPT FOR THE BUILDING RISER, WHICH WILL BE SCH. 40 BLACK STEEL. 4. ALL RESIDENTIAL SPRINKLER HEAD SPACING TO CONFORM WITH THE MAN- UFACTURERS LISTING. 5. ALL FIREWALL PENETRATIONS TO BE SEALED IN ACCORDANCE WITH THEIR RATING. 6. SPRINKLERS SHALL BE OMITTED IN THE FOLLOWING AREAS, PER NFPA 13R, SECTION 2-6 EXCEPTIONS 1 THRU 4 - BATHROOMS UNDER 55 SQ. FT., CLOTHES AND LINEN CLOSETS UNDER 24 SQ, FT., PORCHES, BALCONIES, STAIRS, AND CORRIDORS THAT ARE OPEN AND ATTACHED, ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. CPVC PIPE HANGER LOCATION DETAIL No. of Sprinklers 3 Density RES, Design Area Size 3 HD. TABLE 1 TABLE 2 PIPE SIZE LESS THAN MORE THAN LESS THAN 100 psi 100 psi 100 psi MORE THAN 100 psi 3/4" 9" 6" 4'-0" 3'-0" 1" 12" 9" 5'-0" 4'-0" 1-1/4" 16" 12" 6'_0" 5'-0" 1-1 /2" 24„ 12" 7'-0" 7'-0" 2" 24" 12" 7'-0" 7'-0" 2-1/2" 24" 12" 7'-0" 7'-0" 3" 24" 1 12" 1 7'-0" 7'-0" TABLE 1 TABLE 2 CPVC PIPE HANGER / BRACE FINISHED CLC. SPRINKLER HEAD TO BUILDING 6' ELECTRIC BELL ; O N � U SPARE HEAD BOX W/ WRENCH I'TEST N DRAIN VA, I' CPVC DRAIN (2) 2' SWING CHECK VALVES 2' &B. VALVE WITH T.S. 2 x 2 x 1 Cl TEE S x T ADAPTER FROM SUPPLY T"'^ ' {OLE TOLCO PVC S x T ADAPTER PRESSURE GAUGE 2' CENTRAL MODEL 13R RISER MANIFOLD U Iii' SINGLE -PORT F,D.C, PRESSURE GAUGE 24' x 36' WEATHERPROOF ACCESS PANEL ROUGH OPENING DIMENSIONS ARE 24l' x 36l' RISER DETAIL Hydraulically Designed System Location D, A, #1 No. of Sprinklers 3 Density RES, Design Area Size 3 HD. System Demand At Base of Riser GPM Discharge 50 Residual PSI 38 N.T.S. Hydraulically Designed System Location D.A. #2 No. of Sprinklers 4 Density RES. Design Area Size 4 HD. System Demand At Base of Riser GPM Discharge 66 Residual PSI 38 C) Z BUILDING TYPE 2 FIRE PROTECTION PLAN Z 0 U J 0 Q W A p Z a C3 CL C� V1 W x w o h.. I Q M A j -s CD Z CONTRACT # A0141 DRAWN i BAJ CHECKED KH DATE 8-13-01 TOTAL A/S 1 2,592 SCALE i AS NOTED 3 of 4 Jr- kIz) SHEET NO. W W z�- W C0 C7 E U CJCD � �oP-4 W 8 G I p 0 W " C) Z BUILDING TYPE 2 FIRE PROTECTION PLAN Z 0 U J 0 Q W A p Z a C3 CL C� V1 W x w o h.. I Q M A j -s CD Z CONTRACT # A0141 DRAWN i BAJ CHECKED KH DATE 8-13-01 TOTAL A/S 1 2,592 SCALE i AS NOTED 3 of 4 Jr- kIz) SHEET NO. 0 BLDG. TYPE 3 -- 1ST, 2ND & 3RD FLOOR PLAN BLDG #1 1/8" = i'-0 2K /RES2 ITE lS IN THIS BLDG. TYPE ------- --- - DESIGN NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 2. ALL MATERIAL AND DEVICES TO BE IN ACCORDANCE WITH NFPA 13R AND THE LOCAL AUTHORITY. 3. ALL PIPE AND FITTINGS TO BE CPVC, EXCEPT FOR THE BUILDING RISER, WHICH WILL BE SCH. 40 BLACK STEEL. 4. ALL RESIDENTIAL SPRINKLER HEAD SPACING TO CONFORM WITH THE MAN- UFACTURERS LISTING. 5. ALL FIREWALL PENETRATIONS TO BE SEALED IN ACCORDANCE WITH THEIR RATING. 6, SPRINKLERS SHALL BE OMITTED IN THE FOLLOWING AREAS, PER NFPA 13R, SECTION 2-6 EXCEPTIONS 1 THRU 4 - BATHROOMS UNDER 55 SQ. FT., CLOTHES AND LINEN CLOSETS UNDER 24 SQ. FT., PORCHES, BALCONIES, STAIRS, AND CORRIDORS THAT ARE OPEN AND ATTACHED, ATTICS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. CPVC PIPE HANGER LOCATION DETAIL D, A. #1 No. of Sprinklers 3 Density RES. Design Area Size TABLE 1 TABLE 2 PIPE SIZE LESS THAN MORE THAN LESS THAN 100 psi 100 psi 100 Psi MORE THAN 100 PSI 3/4 9 1161. SCAL•E.1 4'-0' 3 —0 1" 12" 9" 5'-0" 4'-0" 1-1/4" 16" 12" 6'-0" 5'-0„ 1-1/2" 24" 12" 7'-0" 7'-0" 2" 24" 12" 7'-0" 7'-0" 2-1/2" 24" 12" 7'-0" 7,-0„ 3" 1 24" 1 12" 7'-0" 7'-0" TABLE 1 TABLE 2 E LHANGER RACE FINISH7CLG. HEAD T"'^ uOLE TOLCO PVC TO BUILDING 6' ELECTRIC BELL � �,, > ca3 S x T ADAPTER SPARE HEAD BOX W/ WRENCH = PRESSURE GAUGE 1'TEST N DRAIN VA. IV CENTRAL MODEL 13R RISER MANIFOLD 1' CPVC DRAIN (2) IV SWING CHECK VALVES Q -Ik' SINGLE -PORT F.D.C. 1k' B,B, VALVE WITH T.31 2 x III x IE Cl TEE PRESSURE GAUGE S x T ADAPTER --- 24' x 36' WEATHERPRdOF ACCESS PANEL ROUGH OPENING DIMENSIONS ARE 20' x 36k' �• > N n Cj i FROM SUPPLY RISER DETAIL N. T. S. Hydraulically Designed System "'Ll" Location D, A. #1 No. of Sprinklers 3 Density RES. Design Area Size 3 HD. System Demand At Base of Riser GPM Discharge 50 Residual PSI 40 O Z � I BUILDING TYPE 3 FIRE PROTECTION PLAN. Z 0 CL M N w o M C3 a V H W M ci Z 1 "4 71 "'Ll" I J. U � CONTRACT E-� DRAWN I O W I KH � 8-13-01 TOTAL A/S 1 2,592 SCAL•E.1 AS. NOTED 14 of 4 t 1 O Z � I BUILDING TYPE 3 FIRE PROTECTION PLAN. Z 0 CL M N w o M C3 a V H W M ci Z 1 "4 71 "'Ll" I J. I CONTRACT .# A0141 DRAWN I BAJ CHkCKED I KH DAVE I 8-13-01 TOTAL A/S 1 2,592 SCAL•E.1 AS. NOTED 14 of 4 SHEET N0,